Engineering_Policy_Guide - User contributions [en]

751.22 Prestressed Concrete I Girders

2014-03-21T13:15:12Z

Struej1: /* 751.22.3.4 Beam Section Properties Tables - Conventional Concrete Strength */

{|style="padding: 0.3em; margin-left:15px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="180px" align="right"
|-
|'''Video'''
|-
|[[media:751.22 Concrete Girder July 2010.wmv|Concrete Girder]]
|}

==751.22.1 General==
===751.22.1.1 Material Properties===
[[image:751.22.1.1.jpg|right|275px]]

'''Concrete'''

Concrete strength utilized for prestressed girders may be conventional or high strength concrete (HSC) which shall be identified on the girder plans. HSC shall be concrete strengths in excess of 8.0 ksi and may only be used with the permission of the Structural Project Manager or Structural Liaison Engineer. Costs may increase due to production modifications necessary to obtain the required HSC strength.

Conventional concrete strength for P/S I-Girder shall be the following:

:'''For MoDOT Standard Girders:'''

::<math>\, f'_{ci} = 4.5 ksi</math>, <math>\, f'_c = 6.0 ksi</math>

::Optional higher concrete strength shall be:

::<math>\, f'_{ci} = 5.0 ksi</math>, <math>\, f'_c = 7.0 ksi</math>

::'''OR'''

::With the approval of the Structural Project Manager or Liaison:

::<math>\,f'_{ci} = 6.5 ksi</math>, <math>\,f'_c = 8.0 ksi</math>

:'''For NU Standard Girder:'''

::<math>\,f'_{ci} = 6.5 ksi</math>, <math>\,f'_c = 8.0 ksi</math>

::::::::::::Modulus of Elasticity, <math>\, E_c = 33,000\ K_1 \ (w_c^{1.5}) \sqrt{f^'_c}</math>

::::::::::::Where,

::::::::::::f'c in ksi

::::::::::::K1 = correction factor for source of aggregate
:::::::::::::= 1.0 unless determined by physical testing

::::::::::::<math>w_c = 0.145 kcf\ \mbox{for}\ f'_c\le 5.0 ksi</math>

::::::::::::'''<math>w_c = 0.140 + 0.001 f'_c\ \mbox{for}\ f'_c>5.0 ksi </math>'''

{| border="0" cellpadding="4" cellspacing="0" align="center" style="textalign:left"
|-
| 
|-
!colspan="3" align="left"|Prestressing strand
|-
|colspan="3"|Type of strand:
|-
|colspan="3"|AASHTO M203 (ASTM A416) Grade 270
|-
|colspan="3"|Uncoated, seven-wire, low-relaxation strand
|-
|colspan="2"|Ultimate tensile strength,
|align="right"|<math>\,f_{pu} = 270 ksi</math>
|-
|colspan="2"|Yield strength,
|align="right"|<math>\,f_{py} = 0.9 f_{pu} ksi</math>
|-
|colspan="2"|Strand modulus of elasticity,
|align="right"|<math>\,E_p = 28500 ksi</math>
|-
|colspan="3"|For conventional concrete strengths:
|-
| 
|Strand diameter,
|align="right"|<math>\,d_{ps} = 0.5 in</math>
|-
| 
|Strand area,
|align="right"|<math>\,A_{ps} = 0.153 in^2</math>
|-
|colspan="3"|OR:
|-
| 
|Strand diameter,
|align="right"|<math>\,d_{ps} = 0.6 in</math>
|-
| 
|Strand area,
|align="right"|<math>\,A_{ps} = 0.217 in^2</math>
|-
|colspan="3"| 
|-
!colspan="3" align="left" width="500"|Order of Material Use for Increasing Girder Capacity in Order of Increasing Costs
|-
|colspan="3" width="500"|1. Increase concrete strength (readily producible by fabricator)
|-
|colspan="3" width="500"|2. Increase strand size (readily available from fabricator but steel costs are high)
|-
|colspan="3" width="500"|3. Modify MoDOT shape (most costly and inconvenient becasue of forming bed modifications required) (except NU shape)
|-
|colspan="3"| 
|-
!colspan="3" align="left"|Mild reinforcing steel
|-
|colspan="2"|Minimum yield strength,
|align="right"|<math>\,f_y = 60.0 ksi</math>
|-
|colspan="2"|Steel modulus of elasticity,
|align="right"|<math>\,E_s = 29000 ksi</math>
|-
|colspan="3"| 
|-
!colspan="3" align="left"|Welded Wire Reinforcement
|-
|colspan="2"|Minimum yield strength,
|align="right"|<math>\,f_y = 70.0 ksi</math>
|-
|colspan="2"|Steel modulus of elasticity,
|align="right"|<math>\,E_s = 29000 ksi</math>
|}

===751.22.1.2 Geometric Dimensions===

The ratio of the depth of girder to span length will in general be not less than 1/18.

The cross sectional dimensions of the girder shall be one of the following:

:'''MoDOT Standard Girders:'''
<center>[[Image:751.22_dim_beam_types_2_thru_6.gif]]</center>

{|border="0" cellpadding="5" align="center" textalign="center" width="600"

|align="center"|'''BEAM TYPE 2'''
|align="center"|'''BEAM TYPE 3'''
|align="center"|'''BEAM TYPE 4'''
|align="center"|'''BEAM TYPE 6'''
|}

<center>[[Image:751.22_dim_beam_types_7_8.gif]]</center>

{|border="0" cellpadding="5" align="center" textalign="center" width="600"

|align="center"|'''BEAM TYPE 7'''
|align="center"|'''BEAM TYPE 8'''
|}

<math>*</math> If the web is required to be increased, then the top and bottom flanges are to be increased by the same amount. (1" increments 2" max.).

See Structural Project Manager before using NU Sections.

:'''NU Standard Girders:'''
[[Image:751.22 NU 35 Apr 2011.jpg|thumb|center|400px|<center>'''BEAM NU 35'''</center>
<center>''A'' = 639.79 in.2</center>
<center>''Yb'' = 15.96 in.</center>
<center>''Yt'' = 19.48 in.</center>
<center>''Ixx'' = 108,498 in.4</center>
<center>''Iyy'' = 60,086 in.4</center>
<center>''V/S'' = 3.067 in.</center>]]

{| style="margin: 1em auto 1em auto text-align:center" align="center"

|-
|colspan="2"|[[Image:751.22_dim_NU_girders_43 53 Apr 2011.jpg|620px]]
|-
|align="center"|'''BEAM NU 43'''||align="center"|'''BEAM NU 53'''
|-
|align="center"|''A'' = 686.05 in.2||align="center"|''A'' = 743.88 in.2
|-
|align="center"|''Yb'' = 19.36 in.||align="center"| ''Yb'' = 23.71 in.
|-
|align="center"|''Yt'' = 23.95 in.||align="center"|''Yt'' = 29.44 in.
|-
|align="center"|''Ixx'' = 179,343 in.4||align="center"|''Ixx'' = 297,512 in.4
|-
|align="center"|''Iyy'' = 60,219 in.4||align="center"|''Iyy'' = 60,385 in.4
|-
|align="center"|''V/S'' = 3.058 in.||align="center"|''V/S'' = 3.048 in.
|}

{| style="margin: 1em auto 1em auto text-align:center" align="center"
|-
|colspan="2"|[[Image:751.22_dim_NU_girders_63 70 Apr 2011.jpg|620px]]
|-
|align="center"|'''BEAM NU 63'''||align="center"|'''BEAM NU 70'''
|-
|align="center"|''A'' = 801.72 in.2||align="center"|''A'' = 847.98 in.2
|-
|align="center"|''Yb'' = 28.14 in.||align="center"| ''Yb'' = 31.74 in.
|-
|align="center"|''Yt'' = 34.86 in.||align="center"|''Yt'' = 39.14 in.
|-
|align="center"|''Ixx'' = 451,306 in.4||align="center"|''Ixx'' = 601,931 in.4
|-
|align="center"|''Iyy'' = 60,551 in.4||align="center"|''Iyy'' = 60,684 in.4
|-
|align="center"|''V/S'' = 3.040 in.||align="center"|''V/S'' = 3.034 in.
|}

===751.22.1.3 Typical Span Ranges===

The following charts provide span ranges (limits) for P/S I-girders based on girder spacing and standard roadway widths.

'''Limitations of the Charts:'''

:A. Standard Concrete Charts Only

::Criteria used in determining maximum span lengths for lower conventional concrete strength:
::1) Low-relaxation strand with 0.5” strand diameter

::2) Concrete strengths, <math>\, f'_{ci}</math> = 4.5 ksi and <math>\, f'_c</math> = 6.0 ksi

::3) 3-span bridge consisting of 3 equal length girders made continuous and composite

:B. Optional Concrete Charts Only

::Criteria used in determining maximum span lengths for greater conventional concrete strength:

::1) Low-relaxation strand with 0.6” strand diameter

::2) Concrete strengths, <math>\, f'_{ci}</math> = 5.0 ksi and <math>\, f'_c</math> = 7.0 ksi

::3) 3-span bridge consisting of 3 equal length girders made continuous and composite

:C. Both Standard Concrete and Optional Concrete Charts

::Criteria used in determining span ranges for both Standard and Optional Concrete conventional strengths.

::1) Minimum span lengths were determined by the positive moment capacity of the smallest strand arrangement per beam shape. Shorter span lengths are possible.

::2) Based on 10 ft. design lanes. (Current design practice meets AASHTO LRFD and uses 12 ft. design lanes.)

::3) Based on unrefined prestress loss equations. (Current design practice meets AASHTO LRFD and uses refined losses.)

'''Recommended Adjustments for Using the Charts:'''

Because the span limit charts were developed using older design criteria as noted above, increased span lengths are probable.

:1) Span limits given in all charts should be increased 10 percent to account for current design practice. Ten percent can safely be used without a preliminary girder analysis.

:2) Span limits given in all charts shall be increased when a preliminary girder analysis based on actual design conditions is performed which shall be noted on the Design Layout.

{|style="padding: 0.3em; margin-left:1px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="480px" align="center"
|-
|'''Span range charts are planned for future replacement. Use the recommended adjustments until implemented.'''
|}

<center>'''Standard Concrete (<math>\, f'_c</math> = 6 ksi) P/S I Beam Span Ranges for Given Roadway Widths and Girder Spacing'''</center>

<center>[[Image:751.22_standard_conc_PSI_span_ranges.gif]]</center>

<center>'''Optional Concrete (<math>\, f'_c</math> = 7 ksi) P/S I Beam Span Ranges for Given Roadway Widths and Girder Spacing'''</center>

<center>[[Image:751.22_optional_conc_PSI_span_ranges.gif]]</center>

===751.22.1.4 Span and Structure Lengths===

'''Girder Length and Geometric Layout'''

:'''Tangent Bridges'''
:Girder lengths of exterior spans (i.e., end spans) shall be computed using the requirements shown below.
:Girder lengths of interior spans shall be computed using the requirements shown below.

:'''Curved Bridges'''
:Layout of any curved structure may be done using any coordinate geometry programs available. To layout the bridge, use the following steps:

:#Start out by laying in the centerline (CL) of the survey curve.
:#Locate the tie point of the bridge. This point will usually be on the CL of the survey curve but may be on a baseline which is offset a certain distance to the CL of the survey curve.
:#A second tie point may be required if the skew is not measured to the CL of roadway at the bridge tie point. If this is the case, establish the tie point at the specified station and plot the skew line at the required angle.
:#Next, on the centerline of structure or baseline curve, locate the station of the CL of bent for each intermediate bent and the fill face for the end bents. Once these points are located, plot lines through these stations parallel to skew line. Normally the layout file will specify that all bents are parallel to the skew line; however, there may be times when the bents are radial or have varying skews.
:#When locating the stations in the preceding step, the distance between CL of intermediate bents are exactly the layout lengths specified on the file. However, the end spans need to follow the procedure for calculating length set forth in this section.
:#When the CL of the intermediate bents and the fill face lines have been added, chords should be drawn connecting these points sequentially. For example, if you have a three span bridge, chords should be drawn from the fill face of bent 1 to CL of bent 2, CL bent 2 to CL bent 3, and CL bent 3 to fill face bent 4.
:#When all the chords are in, offset each girder in each span parallel to this chord. The perpendicular distance between girders will be the same for all spans, but the skew distance between girders along the bent will vary from bent to bent depending on the skew to the CL at that point. The designer needs to be aware of the fact that at an intermediate bent the distance between bearings on the approaching and leaving span sides will be different distances. These bearings will not line up across the bent and will actually diverge more the farther away they are from the CL of the survey.
:#When establishing the CL of bearing points, the designer needs to allow for a minimum of seven (7) inches between ends of girders at the bents while keeping in mind that the girders will be offset and at different skews. If the offset is greater than half the girder bottom flange width, see Structural Project Manager. The distance from the end of girder to CL of bearing point should be half of the bearing length plus one inch minimum clearance. Once the distance for CL bent to CL of bearing is calculated, the designer should offset lines by that dimension on either side of the CL of bent. These lines will then be intersected with each of the girder lines to create the bearing points on each bent.
:#Between the bearing points at the ends of the girders, quarter points or tenth points need to be established, depending on the girder span. These points will be used in calculating the haunch and bottom of slab elevations for the bridge deck.
:#The bridge deck and barrier curbs can be laid in by offsetting the CL of roadway to each side by the proper distance. Curves should be laid in to designate both the inside and outside edges of the barrier curb. These will later be useful in laying in the wings and end bents.
:#After the outside edge of slab curves are plotted, the curve offsets need to be found. The intersection point of the outside edge of slab and the CL of each bent or fill face can be connected with chords. The distance between these chords and their partner curves need to be calculated at five foot intervals beginning at the center point of each chord.
:#Joints are placed in the barrier curb at each bent. These joints are placed perpendicular to the CL of the roadway through the intersection point of the CL bent and the inside of barrier curb.
:#Wing layout length is given on the profile sheets in the layout file. An arc should be struck so as to intersect the inside of barrier curb the specified length from a point at the intersection of the fill face and the inside of barrier curb. This point will mark the end of the wing which is perpendicular to the CL of the roadway.

:The vertical curve information needs to be added so a program can calculate the elevations at the desired stations. After this is done, the designer can request any of the following information which will be needed:
::*Stations and elevations of all points
::*Offset distances to the chords
::*Lengths of girders
::*Distances between bearings
::*Angles between girders and each bent
::*Lengths of bents
::*Lengths of barrier curbs between joints
::*Minimum vertical clearance

<div id="psi layout length"></div>
<center>[[Image:751.22.1.4 Integral end bents.jpg|825px]]</center>

<center>'''INTEGRAL END BENTS'''</center>

<center>[[Image:751.22.1.4 Non-integral end bents.jpg|825px]]</center>

<center>'''NON-INTEGRAL END BENTS'''</center>

::Note: Layout length for single span shall be measured from centerline of bearing to centerline of bearing. If the difference between layout length of the end span and interior span is within 1 ft., then layout length should be adjusted if possible so the girder lengths are equal for end span and interior span.

::(*) Minimum dimension from edge of bearing pad to end of girder equals one inch.

::(**) Design layout lengths are horizontal lengths. Girder lengths should be adjusted according to grade and shall be specified to the nearest 1/8 inch.

::(***) For large skews, end bent beam caps may need to be larger to provide edge distance.

::(****) Horizontal distance along certerline of girder.

::(*****) = 1” (minimum) + ½ bearing pad length which equals:
:::: 5” (minimum) for MoDOT Standard Girders and Adjacent P/S Box Beams,
:::: 3 ½” (minimum) for NU Girders and P/S Spread Box Beams.

<center>[[Image:751.22.1.4 coping_detail.jpg|center|775px]]</center>

<center>'''PART PLAN SHOWING COPING DETAIL'''</center>
<center>'''(MoDOT Standard Girders and NU Girders)'''</center>

Note: Non-Integral end bents with skews greater than 40° shall always have girder ends coped. Skews less than 40° shall have girder ends coped on case by case basis. It is preferable to not cope across the web.

Check clearance from fill face of integral end bents to bottom flanges of NU standard girders. Maintain 3” (min.) clearance. Coping may be permitted with approval of the Structural Project Manager or Structural Liaison Engineer.

<center>[[Image:751.22_typ_continuous_PS_structure_Integral_End_Bents.gif]]</center>

<center>(*) Maximum length from End Bent to End Bent = 600 feet.</center>
<center>'''TYPICAL CONTINUOUS PRESTRESS STRUCTURE (INTEGRAL END BENTS)'''</center>

<center>[[Image:751.22_typ_continuous_PS_structure_Non_Integral_End_Bents.gif]]</center>

<center>(**) Maximum length from End Bent to End Bent = 800 feet.</center>
<center>'''TYPICAL CONTINUOUS PRESTRESS STRUCTURE (NON-INTEGRAL END BENTS)'''</center>

===751.22.1.5 Constant and Varied Joint Filler Loads===

'''Varied joint filler load'''

The prestressed I-girder should first be designed assuming that the contractor will vary the joint filler supporting the panels on the girder flange. This assumption will maintain the minimum slab/panel combination thickness of 8 1/2”, and will eliminate the possibility of increased load due to varying slab thickness.

'''Constant joint filler load'''

With the girder designed and the camber and haunching dimensions calculated, the girder should be checked assuming the contractor will use a constant 1” joint filler. This will cause the slab thickness to vary due to camber of the girder, increasing load. This additional load shall be placed as a concentrated load at 1/8 point from each end of the girder.

An example of how this concentrated load could be calculated is shown as follows:
:Load <math>\, w = (A)(0.15 kips/ft.^3)</math>
:Determine the concentrated load* to girders by distributing w transversely across the girders. If the minimum haunch is greater than 1” joint filler, the additional haunch shall be included in the slab thickness as a uniform load. If the use of these loads causes the girder design to change, it shall be the responsibility of the designer to determine if the camber and haunching should be recalculated.

<math>*</math>This load shall be positioned at the 1/8 point from centerline of bearing pad.

The girder and bearing designs should be checked for the constant joint filler option and constant joint filler load. However, camber, haunching and beam seat elevations shown on the plans should be based on the variable joint filler option.

<center>[[Image:751.22_Joint_Filler_Loads.gif]]</center>

<center>'''JOINT FILLER LOADS'''</center>

==751.22.2 Design==
===751.22.2.1 Load Combinations===

In general, each component shall satisfy the following equation:

<math>\,Q = \textstyle \sum</math><math>\, \eta_i \gamma_i Q_i \le \phi R_n = R_r</math>

Where:
{|
|<math>\,Q</math>||= Total factored force effect 
|-
|<math>\,Q_i</math>||= Force effect 
|-
|<math>\,\eta_i</math>||= Load modifier 
|-
|<math>\,\gamma_i</math>||= Load factor 
|-
|<math>\,\phi</math>||= Resistance factor 
|-
|<math>\,R_n</math>||= Nominal resistance 
|-
|<math>\,R_r</math>||= Factored resistance
|}

;Limit States
The following limit states shall be considered for P/S Girder design:

:SERVICE I - for compressive stress
:SERVICE III - for tensile stress
:STRENGTH I

See LRFD Table 3.4.1-1 for Loads and Load Factors applied at each given limit state.

;Resistance factors, <math>\,\phi</math>
STRENGTH limit states, see LRFD Article 6.5.4.2 & 5.5.4.2.1 
For all other limit states, <math>\,\phi</math> = 1.00

'''See [[751.2_Loads#Load Modifiers|EPG 751.2.3.1 Load Modifiers]].'''

===751.22.2.2 Prestressing Strands===

'''Transfer Length of Prestressing Strands'''

The prestressing force may be assumed to vary linearly from zero at the point where bonding commences to a maximum at the transfer length. The transfer length may be taken as 60 times the strand diameter.

'''Development Length of Prestressing Strands'''

The development length for prestressing strands shall be taken as:

<math>\,l_d\ge1.6\Bigg(f_{ps}-\frac{2}{3}f_{pe}\Bigg)d_{ps}</math>

Where:
<math>\,d_{ps}</math> = Nominal diameter of strand, (in.)
<math>\,f_{ps}</math> = Average stress in prestressing strand at the time for which the nominal resistance of the girder is required, (ksi)

'''Stress limits for prestressing strands'''

Strand stress at service limit state shall not exceed the following:

At jacking:
:::<math>\,f_{pj}\le0.75f_{pu}</math> ksi
:::(For typical girders and fabrication economy, <math>\,f_{pj} = 0.75 f_{pu}</math>)

At service limit state after all losses:
:::<math>\,f_{pe}\le0.80f_{py}</math> ksi

Where:
{|
|<math>\,f_{pj}</math>|| = Stress in prestressing strand at jacking, (ksi)
|-
|<math>\,f_{pe}</math>|| = Effective stress of strand after all losses, (ksi)
|-
|<math>\,f_{py}</math>|| = Yield strength of strand, (ksi)
|-
|<math>\,f_{pu}</math>|| = Ultimate tensile strength of strand, (ksi)
|}

'''Prestress Losses'''

Refined estimates of time-dependent losses are used, based on AASHTO LRFD Article 5.9.5.4, as opposed to approximate lump sum estimate of losses in AASHTO LRFD Article 5.9.5.3.

The prestress losses shall be calculated to investigate concrete stresses at two different stages.
#Temporary stresses immediately after transfer:
#Final stresses

SERVICE I and SERVICE III Limit states shall be investigated at each stage.

'''Harped Strands'''

Harped strands, although they add to the shear strength of the girder, are primarily used to keep the girder stresses (both top and bottom) within allowable limits while developing the full capacity of the girder at midspan.

Harped strands should be held down at points of 0.4 of the distance from each end of the girder.

<center>[[Image:751.22_harped_strand_layout.gif]]</center>

<center>'''Example Harped Strand Layout'''</center>

The jacking force applied to prestress strands produces an excessive vertical uplift in short spans on tall girders resulting in failure of harped strand hold-downs. The allowable limits for hold-downs are as follows:

#5 kip/strand
#10 kip/bolt
#42 kip/hold-down

<center>[[Image:751.22_hold-down_device.gif]]</center>

<center>'''Hold-Down Device'''</center>

If necessary lower harped strand end location to meet criteria or use straight strands only. Investigate the possibility of using all straight strands when strength check of a hold-down device exceeds allowable.

'''Straight Strands'''.

Short spans (<40 ft.) are to use straight strands only for all girders greater than 2'-8" tall. Use at least two straight strands at the top of the girder when straight strands are used. Where straight strands only will not work a single hold-down point may be used. Note: A single point hold-down has twice the uplift force.

'''Strand Arrangement Optimizing'''

Using all straight strands for girder lengths less than 70 ft. should be investigated for MoDOT Standard Girder Types 6, 7, 8 and all NU Standard Girders in order to reduce risk of strand or hold-down breakage, increase safety by reducing risk of injury during fabrication and reduce cost.

Consider using the same section for all spans. This permits the use of shorter girders in the casting bed with longer girders, even if straight strands are needed, in the top flanges of the girders. They can be placed at either end of the bed and still optimize the usage of the bed.

Consider using the same number of draped strands for all spans and debond where needed. Strand patterns should be similar between long and short spans. For example, the designer should not use a single column of draped strands on the short spans and two columns of draped strands on the long spans. This will prevent optimization of the bed.

'''Debonding Strands'''

In all debonding operations the prestressing forces must be in such a manner as to prevent any sudden or shock loading.

Debonding a strand consists of wrapping the unnecessary strand(s) with a polyethylene plastic sleeve that prevents interaction of the strand with the concrete during casting and release which prevents any prestress force transfer.

===751.22.2.3 Flexure===

Flexure capacity of prestressed I-girders shall be determined as the following.

'''Flexural resistance at strength limit state''' 

<math>\,M_r = \phi M_n \ge M_u</math>

Where:
{|border="0" cellpadding="5"
|<math>\,M_r</math>||=||Flexural resistance
|-
|<math>\,M_n</math>||=||Nominal flexural resistance
|-
|<math>\,M_u</math>||=||Total factored moment from Strength I load combination
|-
|valign="top"|<math>\, \phi</math>
|valign="top"|=
|Flexural resistance factor as calculated in LRFD 5.5.4.2
|}

'''Negative moment reinforcement design'''

P/S I-girder shall be designed as a reinforced concrete section at regions of negative flexures (i.e., negative moments).

At least one-third of the total tensile reinforcement provided for negative moment at the support shall have an embedment length beyond the point of inflection not less than the specified development length of the bars used.

Slab longitudinal reinforcement that contributes to making the precast beam continuous over an intermediate bent shall be anchored in regions of the slab that can be shown to be crack-free at strength limit states. This reinforcement anchorage shall be staggered. Regular longitudinal slab reinforcement may be utilized as part of the total longitudinal reinforcement required.

'''Effective Slab Thickness '''

An effective slab thickness shall be used for design by deducting from the actual slab thickness a 1” integral, sacrificial wearing surface.

<div id="Design A1 reinforcement in the top flange"></div>

'''Design A1 reinforcement in the top flange '''

The A1 reinforcement shall resist the tensile force in a cracked section computed on the basis of an uncracked section. For MoDOT girders, A1 reinforcement shall consist of deformed bars. For NU girders, A1 reinforcement shall consist of strands for reinforcement support (4 – 3/8” Strands, Typ.) and WWR (6 – W8, Typ.) with deformed bars added only as needed.

Required steel area is equal to:

<math>\,A1=\frac{T_t}{f_s}</math>

Where:
{|
|<math>\, f_s</math>||= <math>\, 0.5 f_y \le 30 KSI</math>, allowable tensile stress of mild steel, (ksi)
|-
|<math>T_t</math>||= Resultant of total tensile force computed on the basis of an uncracked section, (kips)
|}

'''Limits for reinforcement'''

The following criteria shall be considered only at composite stage.

Minimum amount of prestressed and non-prestressed tensile reinforcement shall be such that the factored flexural resistance, ''Mr'', is at least equal to the lesser of: 

::*<math>1.2M_{cr}</math>, or
::*<math>1.33M_u</math>

Where:
{|border="0" cellpadding="5"
|-
|<math>M_{cr}</math>||=||Cracking moment, (kip-in.)
|-
|<math>M_u</math>||=||Total factored moment from Strength I load combination, (kip-in.)
|}

===751.22.2.4 Shear===

Shear capacity of P/S I-girder should be checked along girder length and girder-slab interface.

'''Shear resistance at strength limit state'''

<math>\, V_r = \phi V_n \ge V_u</math>

Where:
{|border="0" cellpadding="5"
|<math>\, V_r</math>||=||Shear resistance
|-
|<math>\, V_n</math>||=||Nominal shear resistance
|-
|<math>\, V_u</math>||=||Total factored shear from Strength I load combination
|-
|<math>\, \phi</math>||=||Shear resistance factor
|}

'''Nominal shear resistance'''

The nominal shear resistance, <math>\, V_n</math>, shall be lesser of:
::*<math>\, V_c + V_s + V_p</math>, or
::*<math>\, 0.25 f'_{c} b_v d_v + V_p</math>

Where:

<math>\, V_c = 0.0316 \beta b_v d_v \sqrt{f'_c}</math>

<math>\, V_s = \frac {A_v f_y d_v (cot \theta + cot \alpha) sin \alpha}{s}</math>

Where:
{|border="0" cellpadding="5"
|<math>\, V_c</math>||=||Nominal concrete shear resistance, (kips)
|-
|<math>\, V_s</math>||=||Nominal shear reinforcement resistance, (kips)
|-
|<math>\, V_p</math>||=||Component of prestressing force in the direction of shear force, (kips)
|-
|<math>\, b_v</math>||=||Thickness of web, (in.)
|-
|valign="top"|<math>\, d_v</math>
|valign="top"|=
|Effective shear depth taken as the distance measured perpendicular to the neutral axis, between the resultants of tensile and compressive forces due to flexure, (in.)
|-
|<math>\, s</math>||=||Spacing of shear reinforcement, (in.)
|-
|<math>\, \beta</math>||=||Factor indicating ability of diagonally cracked concrete to transmit tension
|-
|<math>\, \theta</math>||=||Angle of inclination of diagonal compressive stress, (degree)
|-
|<math>\, \alpha</math>||=||90.0, Angle of inclination of shear reinforcement to a longitudinal axis, (degree)
|-
|<math>\, A_v</math>||=||Area of shear reinforcement, (in.2)
|-
|<math>\, f_y</math>||=||Minimum yield strength of tension shear reinforcement, (ksi)
|}

'''Design sections near supports'''

Where a reaction force in the direction of the applied shear introduces compression into the end region of girder, the location of the critical section for shear is measured from the internal face of support a distance, ''dv''. Otherwise, the design section shall be taken at the internal face of the support.

Where:

<math>\, d_v</math> = effective shear depth taken as the distance, measured perpendicular to the neutral axis, between the resultants of the tensile and compressive forces due to flexure; it need not be taken to be less than the greater of 0.9de and 0.72h.

'''Girder regions requiring shear reinforcement'''

Girder shear reinforcement, usually consisting of stirrups, shall be provided where:

<math>\, V_u > 0.50 \phi (V_c + V_p)</math>

Where:
{|border="0" cellpadding="5"
|<math>\, V_u</math>||=||Factored shear force from Strength I load combination, (kips)
|-
|<math>\, V_c</math>||=||Nominal concrete shear resistance, (kips)
|-
|<math>\, V_p</math>||=||Component of prestressing force in the direction of shear force, (kips)
|-
|valign="top"|<math>\, \phi</math>
|valign="top"|= =
|Shear resistance factor
0.9 for normal weight concrete
|}

'''''Shear Reinforcement Limits'''''

'''Minimum reinforcement'''

Area of shear reinforcement shall not be less than:

<math>\, A_v \ge 0.0316 \Bigg( \frac{b_v s}{f_y} \Bigg) \sqrt{f'_c}</math>

Where:
{|border="0" cellpadding="5"
|<math>\, A_v</math>||=||Area of shear reinforcement, (in.2)
|-
|<math>\, b_v</math>||=||Thickness of web, (in.)
|-
|<math>\, s</math>||=||Spacing of shear reinforcement, (in.)
|-
|<math>\, f'_c</math>||=||Final concrete compressive strength, (ksi)
|}

'''Maximum reinforcement'''

Maximum spacing of shear reinforcement shall be determined as: 
If <math>\, v_u<0.125 f'_c</math>, then <math>\, s_{max} = 0.8 d_v \le 24.0^{\prime\prime}</math>

If <math>\, v_u \ge 0.125 f'_c</math>, then <math>\, s_{max} = 0.4 d_{v} \le 12.0^ {\prime\prime}</math>

Where:
{|border="0" cellpadding="5"
|valign="top"|<math>\, d_v</math>
|valign="top"|=
|Effective shear depth taken as the distance measured perpendicular to the neutral axis, between the resultants of tensile and compressive forces due to flexure, (in.)
|-
|<math>\, v_u</math>||=||Shear stress on concrete, (ksi)
|-
|<math>s_{max}</math>||=||Maximum spacing of shear reinforcement, (in.)
|}

Shear stress on concrete shall be determined as:

<math>\, v_u = \frac {V_u - \phi V_p}{\phi b_v d_v}</math>

<math>\, d_v = \Bigg( d_e - \frac{a}{2} \Bigg) \ge larger of \begin{cases}0.9 d_e\\0.72h\end{cases}</math>

Where:
{|border="0" cellpadding="5"
|<math>\, v_u</math>||=||Shear stress on concrete, (ksi)
|-
|<math>\, V_u</math>||=||Factored shear from Strength I load combination, (kips)
|-
|valign="top"|<math>\, \phi</math>
|valign="top"|= =
|Shear resistance factor
0.9 for normal weight concrete
|-
|<math>\, b_v</math>||=||Thickness of web, (in.)
|-
|<math>\, V_p</math>||=||Component of prestressing force in the direction of shear force, (kips)
|-
|valign="top"|<math>\, d_v</math>
|valign="top"|=
|Effective shear depth taken as the distance measured perpendicular to the neutral axis, between the resultants of tensile and compressive forces due to flexure, (in.)
|-
| ||=||<math>\, \frac{M_n}{A_s f_y + A_{ps} f_{ps}}</math>
|-
|<math>\, d_e</math>||=||Distance from extreme compression fiber to the centroid of tensile force in the tensile reinforcement, (in.)
|-
|<math>\, h</math>||=||Total height of girder including slab thickness, (in.)
|}

'''Girder-Slab Interface'''

The horizontal shear between the girder and slab shall be determined as specified in LRFD 5.8.4.3. The nominal horizontal shear resistance of the interface plane shall be taken as specified in LRFD 5.8.4.1. Minimum interface shear reinforcement shall be provided as specified in LRFD 5.8.4.4. The parameters used in determining the nominal horizontal shear resistance shall be taken as specified for a “cast-in-place concrete slab on clean concrete girder surfaces, free of laitance with surface roughened to an amplitude of 0.25 inch.”

The interface shear shall be resisted by extending and anchoring the vertical shear reinforcement into the slab. If the resistance provided by extending the vertical shear reinforcement is inadequate then additional U-bars may be provided as shown for a MoDOT Standard Girder Type 7 in [[#751.22.3.6 Girder Reinforcement|EPG 751.22.3.6 Girder Reinforcement]].

For NU Girders the edges of the top of girder flange are intentionally debonded (see figure below) and shall not be included when determining the nominal horizontal shear resistance. See [[751.50 Standard Detailing Notes#(H2c2.10)|EPG 751.50 Standard Detailing Notes H2c2.10]] for specifics about the debonded width for NU Girders. Similarly, for all other prestressed girders, the joint filler width supporting precast panels shall be considered debonded and excluded when determining the interface resistance.

[[image:751.22.2.4 NU Girder Debonding Limits.jpg|300px|center|thumb|<center>'''NU Girder Debonding Limits'''</center>]]

'''Pretensioned anchorage zones'''

The bursting resistance of anchorage zones provided by vertical reinforcement (i.e., B2 bars, WWF, G402 bars) in the ends of prestressed girders at the service limit state shall be taken as:

<math>\, P_r = f_s A_s \ge 0.04F_{po}</math>

Where:
{|border="0" cellpadding="5"
|<math>\, f_s</math>||=||Stress in mild steel not exceeding 20 ksi
|-
|<math>\, A_s</math>||=||Total area of vertical reinforcement located within a minimum distance of h/4 from the end of the girder where h is overall depth of precast member as shown below.
|-
|<math>\, F_{po}</math>||=||Prestressing force at transfer
|}

[[Image:751.22.2.4.jpg|center|thumb|550px|<center>'''MoDOT Standard Girder</center>
<center>'''Anchorage Zone and Confinement Reinforcement'''</center>]]

'''Confinement reinforcement'''

Reinforcement (i.e., D1 bars or G301 bars, not shown) shown in the figure above shall be placed to confine the prestressing strands in the bottom flange for a minimum distance of 1.5''d'' from the end of beam.

The reinforcement shall not be less than #3 deformed bar, with spacing not exceeding 6.0 inches and shaped to enclose the strands.

MoDOT extends the use of D1 and G301 bars for the full length of girders.

===751.22.2.5 Deformations===

'''Criteria for deflection'''

For investigating maximum absolute deflection, all design lanes shall be loaded, and all supporting components should be assumed to deflect equally.

For composite design, the design cross-section should include the entire width of the roadway and the structurally continuous portions of railings, sidewalks, and median barriers. Note that safety barrier curbs are usually discontinuous over the bents. For skewed bridges, a right cross-section may be used.

Service I load combination shall be used. Dynamic load allowance shall be applied.

'''See [[751.2_Loads#751.2.4.2_Live_Load_Deflection|EPG 751.2.4.2 Live Load Deflection Limits]].'''

'''Calculation of deflection and camber'''

Deflection and camber calculations shall consider all internal loads (i.e., prestressing, concrete creep, and shrinkage) and external loads such as dead loads and live loads.

Camber is an upward displacement caused by moment due to prestressing forces. Deflection is a downward displacement due to external loads. Therefore, both camber and deflection shall be considered in making an appropriate adjustment for final profile grade on the bridge.

'''Initial camber at transfer at midspan'''

Total initial camber at transfer due to self-weight of girder and prestressing forces shall be determined as:

<math>\, \Delta_{IC} = \Delta_g + \Delta_{SS} + \Delta_{HS}</math>

Where:
{|
|<math>\, \Delta_{IC}</math>||= Initial camber at transfer
|-
|<math>\, \Delta_g</math>||= Deflection due to self-weight of girder
|-
|<math>\, \Delta_{SS}</math>||= Camber due to prestressing straight strands
|-
|<math>\, \Delta_{HS}</math>||= Camber due to prestressing harped strands
|}

Note: Positive and negative values indicate downward and upward displacements, respectively.

'''Camber at midspan after strand release (Estimated at 7 days)'''

Theoretical camber of girder after strand release due to self-weight of girder and prestressing forces shall be determined at 7 days as:

<math>\, \Delta_7 = \Delta_{IC} + \Delta_{CR\ at\ 7\ days}</math>

Where:
{|
|<math>\, \Delta_7</math>||= Camber at 7 days after strand release with creep
|-
|<math>\, \Delta_{CR\ at\ 7\ days}</math>||= Time - dependent camber due to creep at 7 days
|}

Note: Camber is calculated 7 days after strand release to allow sufficient time for inspection. See [http://epg.modot.org/index.php?title=Category:1029_Fabricating_Prestressed_Concrete_Members_for_Bridges#1029.2.13_Inspection_of_Completed_Members EPG 1029 Fabricating Prestressed Concrete Members for Bridges].

'''Camber at midspan after erection (Estimated at 90 days)'''

Theoretical camber of girder after erection due to self-weight of girder and prestressing forces shall be determined at 90 days as:

<math>\, \Delta_{90} = \Delta_{IC} + \Delta_{CR\ at\ 90\ days}</math>

Where:
{|
|<math>\, \Delta_{90}</math>||= Camber at 90 days after strand release with creep
|-
|<math>\, \Delta_{CR\ at\ 90\ days}</math>||= Time - dependent camber due to creep at 90 days
|}

'''Final camber at midspan after slab is poured'''

Total deformation after slab is poured can be determined as the sum of theoretical camber of girder after erection (90 days) and deflections due to slab and concentrated loads (haunch, diaphragms, etc.) before composite action between slab and girder.

<math>\, \Delta_{FC} = \Delta_{90} + \Delta_S + \sum \Delta_C</math>

Where:
{|
|<math>\, \Delta_{FC}</math>||=||Final camber after slab is poured
|-
|<math>\, \Delta_s</math>||=||Deflection due to weight of slab
|-
|<math>\, \sum \Delta_c</math>||=||Deflection due to concentrated loads (haunch, diaphragms, etc.)
|}

'''Final camber along span length'''

Deformations along the span length can be approximately determined as a product of final camber at midspan times correction factors.

{|
|<math>\, \Delta_{0.10}</math>||=||0.3140 <math>\, \Delta_{FC}</math> at span fraction of 0.10
|-
|<math>\, \Delta_{0.20}</math>||=||0.5930 <math>\, \Delta_{FC}</math> at span fraction of 0.20
|-
|<math>\, \Delta_{0.25}</math>||=||0.7125 <math>\, \Delta_{FC}</math> at span fraction of 0.25
|-
|<math>\, \Delta_{0.30}</math>||=||0.8130 <math>\, \Delta_{FC}</math> at span fraction of 0.30
|-
|<math>\, \Delta_{0.40}</math>||=||0.9520 <math>\, \Delta_{FC}</math> at span fraction of 0.40
|-
|<math>\, \Delta_{0.50}</math>||=||1.0000 <math>\, \Delta_{FC}</math> at span fraction of 0.50
|}

'''Calculation of camber (upward)'''

Camber at midspan due to strand forces is determined as the following:
For straight strands,

<math>\, \Delta_{SS} = \Delta_{ss-j} + \Delta_{ss-l}</math>

Where:   <math>\, \Delta_{ss-j} = \frac{F_{1-j} e_1 L^2}{8 E_{ci} I_{tri}}</math>     <math>\, \Delta_{ss-l} = \frac{F_{1-l} e_1 L^2}{8 E_c I_{tr}}</math>

Where:
{|
|valign="top"|<math>\, F_{1-j}</math>||= Total prestressing force of straight strands at transfer (including losses due to elastic shortening), (kips)
|-
|valign="top"|<math>\, F_{1-l}</math>||= Total prestressing force in straight strands due to time-dependent losses prior to slab placement (kips). Opposite in sign to <math>\, F_{1-j}</math>, typically.
|-
|<math>\, L</math>||= Distance between centerlines of bearing pads, (in.)
|-
|<math>\, E_{ci}</math>||= Initial concrete modulus of elasticity based on <math>\, f'_{ci}</math>, (ksi)
|-
|<math>\, E_c</math>||= Final concrete modulus of elasticity based on <math>\, f'_c</math> (ksi)
|-
|<math>\, I_{tri}</math>||= Moment of inertia of transformed non-composite section computed based on <math>\, E_{ci}</math>, (in.4)
|-
|<math>\, I_{tr}</math>||= Moment of inertia of transformed non-composite section based on <math>\, E_c</math>, (in.4)
|-
|<math>\, e_1</math>||= Eccentricity between centroid of straight strands (CSS) and center of gravity of transformed non-composite section (CGB) as shown in Figure below, (in.)
|}

For two-point harped strands,

<math>\, \Delta_{HS} = \Delta_{HS-j} + \Delta_{HS-l}</math>

Where:   <math>\, \Delta_{HS-j} = \frac {F_{2-j} e_2 L^2}{8 E_{ci} I_{tri}} - \frac {F_{2-j}(e_2 + e_3) a^2}{6 E_{ci} I_{tri}}</math>     <math>\, \Delta_{HS-l} = \frac {F_{2-l} e_2 L^2}{8 E_c I_{tr}} - \frac {F_{2-l}(e_2 + e_3) a^2}{6 E_c I_{tr}}</math>

<math>a = (L - b)/2</math>

Where:
{|
|valign="top"| <math>\, F_{2-j}</math>||= Total prestressing force of harped strands at transfer (including loss due to elastic shortening), (kips)
|-
|valign="top"| <math>\, F_{2-l}</math>||= Total prestressing force of harped strands due to time-dependent losses prior to slab placement (kips)
|-
|valign="top"| <math>\, b</math>||= Length between harped points, (in.)
|-
|valign="top"| <math>\, e_2</math>||= Eccentricity between centroid of harped strands (CHS) and center of gravity of transformed non-composite section (CGB) at midspan as shown in Figure below, (in.)
|-
|valign="top"| <math>\, e_3</math>||= Eccentricity between centroid of harped strands (CHS) and center of gravity of transformed non-composite section (CGB) at the end of girder as shown in Figure below, (in.)
|}

<center>[[Image:751.22_details_of_girder_showing_distances_and_eccentricities_used_in_camber_calculations.gif]]</center>

<center>'''Details of girder showing distances and eccentricities used in camber calculations'''</center>

'''Calculations of deflections (downward)'''

Deflections at midspan due to dead loads are determined as the following:
For self-weight of girder,

<math>\, \Delta_g = \frac {5 W_g L^4}{384 E_{ci} I_{tri}}</math>

Where:
{|
|<math>W_g</math>||=||Uniform load due to self-weight of girder, (kip/in.)
|}

For self-weight of slab,

<math>\, \Delta_s = \frac {5 W_s L^4}{384 E_{c} I'_{tr}}</math>

Where:
{|
|<math>\, W_s</math>||=||Uniform load due to self-weight of slab, (kip/in.)
|}

Weight of additional slab haunch may be treated as uniform or concentrated load as appropriate. Diaphragm weight should be treated as concentrated load.

For one concentrated load at midspan,

<math>\, \Delta_c = \frac {PL^3}{48 E_c I'_{tr}}</math>

For two equal concentrated loads,

<math>\, \Delta_c = \frac {Px}{24 E_c I'_{tr}} (3L^2 - 4x^2)</math>

Where:
{|
|<math>\, P</math>||= Concentrated load due to diaphragm and/or additional slab haunch, (kips)
|-
|<math>\, x</math>||= Distance from the centerline of bearing pad to the applied load, P, (in.)
|}

'''Creep coefficient'''

Research has indicated that high strength concrete (HSC) undergoes less ultimate creep and shrinkage than conventional concrete.

Creep is a time-dependent phenomenon in which deformation increases under a constant stress. Creep coefficient is a ratio of creep strain over elastic strain, and it can be estimated as follows:

{|
|<math>\, \Psi(t,t_i)</math>||= <math>\, 1.9k_s k_{hc} k_f k_{td} t_{i}^{-0.118}</math>
|-
|<math>\, k_s</math>||= <math>\, 1.45 - 0.13(v/s)>= 1.0</math>
|-
|<math>\, k_{hc}</math>||= <math>\, 1.56 - 0.008H</math>
|-
|<math>\, k_f</math>||= <math>\, 5/(1+f'_{ci})</math>
|-
|<math>\, k_{td}</math>||= <math>\, t/(61 - 4f'_{ci} + t)</math>
|}

Where:
{|
|<math>\, \Psi</math>||= Creep coefficient.
|-
|<math>\, H</math>||= 70, Average annual ambient relative humidity
|-
|valign="top"|<math>\, t</math>
|valign="top"|= Maturity of concrete, (days)     Use 7 days for camber design after strand release     Use 90 days for camber design after erection
|-
|valign="top"|<math>\, t_i</math>
|valign="top"|= Age of concrete when a load is initially applied, (days)     Use 0.75 days for camber design.
|-
|<math>\, v/s</math>||= Volume-to-surface area ratio, (in.)
|-
|<math>\, f'_{ci}</math>||= Initial girder concrete compressive strength, (ksi)
|}

<math>\, \Delta_{CR} = \frac{(M_g - F_{1-j} e_1 - F_{2-j} e_2) \Psi L^2}{8 E_{ci} I_{tri}}</math>

Where:
{|
|<math>\, M_g</math>||= Moment due to girder weight at mid span.
|}

==751.22.3 Details==
===751.22.3.1 Reinforcement Criteria===

'''Minimum Concrete Cover'''
::*2.0" (Min.) to centerline of strands
::*1.0" for stirrups

'''Minimum Radius of Bar Bend in Stirrups'''
#3 through #5 bars = 4.0 x Bar Diameter.

'''Minimum Spacing of Reinforcement Bars'''
For precast concrete, the clear distance between parallel bars in a layer shall not be lesser than:
::*Nominal Diameter of bar
::*1.33 x Maximum Aggregate Size
::*1.0"

'''Minimum Spacing of Prestressing Strands'''
Spacing between each pretressing strand shall not be less than the larger of:
::*A clear distance of 1.33 x Maximum Aggregate Size
::*Center-to-center spacing of 2" for 0.6" strand diameter
::*Center-to-center spacing of 1.75" for 0.5" strand diameter

===751.22.3.2 MoDOT Standard Girders===
====751.22.3.2.1 Beam Type 2 Dimensions/Strand Arrangements====

<center>[[Image:751.22 Beam Type 2 dim & Girders 2A & 2B.gif]]</center>

{|border="0" cellpadding="5" align="center" textalign="center" width="500"

|align="center" |'''GIRDERS 2A THRU 2C'''
<math>A</math> '''= 310.9 SQ. IN.''' 
<math>Y_b</math> '''= 14.08 IN.''' 
<math>I</math> '''= 33,974 IN.4'''
|align="center" width="200"|'''GIRDER 2A'''
'''(11 STRANDS)'''
|align="center"|'''GIRDER 2B'''
'''(12 STRANDS)'''
|}

{|border="0" cellpadding="5" align="center" textalign="center"

|align="center" |[[Image:751.22_Beam_Type_2_Girder_2C.gif]] 
'''GIRDERS 2C''' '''(14 STRANDS)'''
|align="center"|[[Image:751.22_Beam_Type_2_Girders_Sequence_No_2A_thru_2C_Table.gif]]
{|border="0"
|align="left" width="425pt"|  NOTE: Investigate the possibility of using all straight strands when strength check of a hold-down device exceeds allowable. Strand arrangements shown for Girders 2A thru 2C have straight strands only.

Strand arrangements other than those shown may be investigated by the designer.
|}
|}

<center>[[Image:751.22_Beam_Type_2_Girders_dim_&_Group_I.jpg|700px]]</center>

{|border="0" cellpadding="5" align="center" textalign="center" width="600"

|align="center" width="300"|<math>A</math> '''= 310.9 SQ. IN.''' 
<math>Y_b</math> '''= 14.08 IN.''' 
<math>I</math> '''= 33,974 IN.4'''
|align="center" width="300"|'''GROUP I'''
|}

{|border="0" cellpadding="5" align="center" textalign="center"

|align="center"|[[Image:751.22_Beam_Type_2_Girders_Group_II.jpg|325px]]   '''GROUP II'''
|width="300"|Numbers shown on girders relate to strand locations.
|}

ATTENTION: Location of harped strands shown in top flange are at end of girder and harped strands in bottom flange are at centerline.

If the web thickness is required to be increased, then the top and bottom flanges are to be increased by the same amount. (1" increments, 2" max.)

====751.22.3.2.2 Beam Type 3 Dimensions/Strand Arrangements====

<center>[[Image:751.22_Beam_Type_3_Girders_3A_thru_3B.gif]]</center>

{|border="0" cellpadding="5" align="center" textalign="center" width="600"

|align="center"|'''GIRDERS 3A THRU 3B'''
<math>A</math> '''= 381.9 SQ. IN.''' 
<math>Y_b</math> '''= 17.08 IN.''' 
<math>I</math> '''= 61,841 IN.4'''
|align="center" width="200"|'''GIRDER 3A'''
'''(11 STRANDS)'''
|align="center"|'''GIRDER 3B'''
'''(12 STRANDS)'''
|}

<center>[[Image:751.22_Beam_Type_3_Girders_Sequence_No_3A_thru_3B_Table.gif]]</center>

{|border="0" cellpadding="5" align="center"
|align="left" width="425"|Note: Investigate the possibility of using all straight strands when strength check of a hold-down device exceeds allowable. Strand arrangements shown for Girders 3A thru 3B have straight strands only. 
Strand arrangements other than those shown may be investigated by the designer.
|}

<center>[[Image:751.22_Beam_Type_3_Girders_dim_&_Group_I.gif]]</center>

{|border="0" cellpadding="5" align="center" textalign="center" width="600"

|align="center" width="300"|<math>A</math> '''= 381.9 SQ. IN.''' 
<math>Y_b</math> '''= 17.08 IN.''' 
<math>I</math> '''= 61,841 IN.4'''
|align="center" width="300"|'''GROUP I'''
|}

{|border="0" cellpadding="5" align="center" textalign="center"

|align="center"|[[Image:751.22_Beam_Type_3_Girders_Group_II.gif]]   '''GROUP II'''
|width="300"|Numbers shown on girders relate to strand locations.
|}

ATTENTION: Location of harped strands shown in top flange are at end of girder and harped strands in bottom flange are at centerline.

If the web thickness is required to be increased, then the top and bottom flanges are to be increased by the same amount. (1" increments, 2" max.)

====751.22.3.2.3 Beam Type 4 Dimensions/Strand Arrangements====

<center>[[Image:751.22_Beam_Type_4_Girders_4A_&_4B.gif]]</center>

{|border="0" cellpadding="5" align="center" textalign="center" width="500"

|align="center" |'''GIRDERS 4A THRU 4C'''
<math>A</math> '''= 428.9 SQ. IN.''' 
<math>Y_b</math> '''= 19.54 IN.''' 
<math>I</math> '''= 92,450 IN.4'''
|align="center" width="200"|'''GIRDER 4A'''
'''(10 STRANDS)'''
|align="center"|'''GIRDER 4B'''
'''(11 STRANDS)'''
|}

{|border="0" cellpadding="5" align="center" textalign="center"

|align="center" |[[Image:751.22_Beam_Type_4_Girders_4C.gif]] 
'''GIRDERS 4C''' '''(13 STRANDS)'''
|align="center"|[[Image:751.22_Beam_Type_4_Girders_Sequence_No_4A_thru_4C_Table.gif]]
{|border="0"
|align="left" width="425pt"|  NOTE: Investigate the possibility of using all straight strands when strength check of a hold-down device exceeds allowable. Strand arrangements shown for Girders 4A thru 4C have straight strands only.

Strand arrangements other than those shown may be investigated by the designer.
|}
|}

<center>[[Image:751.22_Beam_Type_4_Girders_dim_&_Group_I.gif]]</center>

{|border="0" cellpadding="5" align="center" textalign="center" width="600"

|align="center" width="300"|<math>A</math> '''= 428.9 SQ. IN.''' 
<math>Y_b</math> '''= 19.54 IN.''' 
<math>I</math> '''= 92,450 IN.4'''
|align="center" width="300"|'''GROUP I'''
|}

{|border="0" cellpadding="5" align="center" textalign="center"

|align="center"|[[Image:751.22_Beam_Type_4_Girders_Group_II.gif]]   '''GROUP II'''
|width="300"|Numbers shown on girders relate to strand locations.
|}

ATTENTION: Location of harped strands shown in top flange are at end of girder and harped strands in bottom flange are at centerline.

If the web thickness is required to be increased, then the top and bottom flanges are to be increased by the same amount. (1" increments, 2" max.)

====751.22.3.2.4 Beam Type 6 Dimensions/Strand Arrangements====

{|border="0" cellpadding="5" align="center"
|[[Image:751.22_Beam_Type_6_dimensions.gif]]
| 
{|border="0" cellpadding="5" align="right" width="150"
|align="center"|<math>\, A</math>||=||643.6 Sq. In.
|-
|align="center"|<math>\, Y_b</math>||=||25.92 In.
|-
|align="center"|<math>\, I</math>||=||235,735 In.4
|}
|}

{|border="0" cellpadding="5" align="center"
|align="center"|[[Image:751.22_Beam_Type_6_Group_I.gif]]   
'''GROUP I'''
|width="250"|Numbers shown on girders relate to strand locations.
|}

ATTENTION: Location of harped strands shown in top flange are at end of girder and harped strands in bottom flange are at centerline.

If the web thickness is required to be increased, then the top and bottom flanges are to be increased by the same amount. (1" increments, 2" max.)

====751.22.3.2.5 Beam Type 7 Dimensions/Strand Arrangements====

{|border="0" cellpadding="5" align="center"
|[[Image:751.22_Beam_Type_7_dimensions.gif]]
| 
{|border="0" cellpadding="5" align="right" width="150"
|align="center"|<math>\, A</math>||=||787.4 Sq. In.
|-
|align="center"|<math>\, Y_b</math>||=||37.58 In.
|-
|align="center"|<math>\, I</math>||=||571,047 In.4
|}
|}

{|border="0" cellpadding="5" align="center"
|align="center"|[[Image:751.22_Beam_Type_7_Group_I.gif]]   
'''GROUP I'''
|width="250"|Numbers shown on girders relate to strand locations.
|}

ATTENTION: Location of harped strands shown in top flange are at end of girder and harped strands in bottom flange are at centerline.

===751.22.3.3 NU Standard Girders===

<center>'''NU Girder Dimensions/Strand Arrangements'''</center>
[[image:751.22.3.3.jpg|center|350px|thumb|* Strands shall be placed on outer edge to help place confinement steel]]

::Note: Strand arrangements shall start at the bottom row and then move up for the most efficient design.

===751.22.3.4 Beam Section Properties Tables - Conventional Concrete Strength===

<div id="e1, e2, e3, I_initial & I_final"></div>
The properties of prestressed I-girders in the following tables are valid for <math>\, f'_{ci}</math> = 4.5 ksi and <math>\, f'_c</math> = 6 ksi. The modular ratio , ''<math>\, n</math>'', is 8 for the initial moment of inertia, <math>\, I_{initial}</math>, and 7 for the final moment of inertia, <math>\, I_{final}</math>.

Note: Moments of inertia, <math>\, I_{initial}</math> and <math>\, I_{final}</math> are computed based on transformed non-composite section and are used in camber calculations.

Definitions used in tables are:
{|border="0" cellpadding="5"
|valign="top"|Section Area||valign="top"|=||Gross area of girder, (in.2)
|-
|valign="top"|Section <math>\, Y_b</math> ||valign="top"|=||Distance from bottom of girder to center of gravity of non-transformed non-composite section, (in.)
|-
|valign="top"| <math>\, I_{nontransformed}</math> ||valign="top"|=||Moment of inertia of non-transformed non-composite section, (in.4)
|-
|valign="top"|Depth||valign="top"|=||Height of girder, (in.)
|-
|valign="top"|Strand size||valign="top"|=||Strand diameter, (in.)
|-
|valign="top"|e1*||valign="top"|=||Eccentricity between centroid of straight strands (CSS) and center of gravity of non-transformed non-composite section (CGB) as shown in figure below, (in.)
|-
|valign="top"|e2*||valign="top"|=||Eccentricity between centroid of harped strands (CHS) and center of gravity of non-transformed non-composite section (CGB) at midspan as shown in figure below, (in.)
|-
|valign="top"|e3*||valign="top"|=||Eccentricity between centroid of harped strands (CHS) and center of gravity of non-transformed non-composite section (CGB) at the end of girder as shown in figure below, (in.)
|}

<math>\, *</math> A more accurate value can be used based on transformed non-composite section. The final camber calculation will not be significantly different using values between transformed and non-transformed sections.

<center>[[Image:751.22_Girder_Plan_showing_strands.gif]]</center>

'''Steps for detailing strand patterns from Prestressed Beam Tables'''
#For strand locations at mid-span of girder: Look up the "Total Number of Strands" value for the corresponding strand pattern number. The strands will then be located at that number and all numbers below that number. Ex. For 14 total strands, the strands will be placed at all locations numbered ≤14.
#For harped strand locations at end of girder: Look up the "Number of Harped Strands" value for the corresponding strand pattern number. The strands will then be located at that number and all numbers below that number. Ex. For 6 harped strands, the strands will be placed at all locations numbered ≤6.

<center>[[Image:751.22_Girder_Section_showing_strands.gif]]</center>

:::::::::::'''GROUP I'''

'''Section Properties''' 
'''Beam Type 2 -- 6" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|310.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|14.08||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|33,974||in4
|-
|align="right"|Depth=
|align="center"|32||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"|<math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" text-align="center"

| || || || || || || || 
|align="center" colspan="2"|[[#e1, e2, e3, I_initial & I_final|Iinitial]]
|align="center" colspan="2"|[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
| 
|align="center"|#
|align="center"|T
|align="center"|H
|align="center"|S
|align="center"|[[#e1, e2, e3, I_initial & I_final|e1]]
|align="center"|[[#e1, e2, e3, I_initial & I_final|e2]]
|align="center"|[[#e1, e2, e3, I_initial & I_final|e3]]
|align="center"|A1 Bars 2-#5
|align="center"|A1 Bars 2-#6
|align="center"|A1 Bars 2-#5
|align="center"|A1 Bars, 2-#6
|-
!Group
|align="center"|1
|align="center"|8
|align="center"|4
|align="center"|4
|align="center"|11.08
|align="center"|11.08
|align="center"|13.92
|align="center"|36,147
|align="center"|36,627
|align="center"|35,837
|align="center"|36,248
|-
!I
|align="center"|2
|align="center"|10
|align="center"|4
|align="center"|6
|align="center"|11.41
|align="center"|11.08
|align="center"|13.92
|align="center"|36,453
|align="center"|36,938
|align="center"|36,100
|align="center"|36,515
|-
| 
|align="center"|3
|align="center"|12
|align="center"|6
|align="center"|6
|align="center"|11.41
|align="center"|10.08
|align="center"|12.92
|align="center"|36,587
|align="center"|37,075
|align="center"|36,215
|align="center"|36,632
|-
| 
|align="center"|4
|align="center"|14
|align="center"|6
|align="center"|8
|align="center"|11.08
|align="center"|10.08
|align="center"|12.92
|align="center"|36,794
|align="center"|37,286
|align="center"|36,394
|align="center"|36,814
|-
| 
|align="center"|5
|align="center"|16
|align="center"|8
|align="center"|8
|align="center"|11.08
|align="center"|9.08
|align="center"|11.92
|align="center"|36,866
|align="center"|37,360
|align="center"|36,456
|align="center"|36,878
|-
| 
|align="center"|6
|align="center"|18
|align="center"|8
|align="center"|10
|align="center"|10.48
|align="center"|9.08
|align="center"|11.92
|align="center"|36,994
|align="center"|37,491
|align="center"|36,568
|align="center"|36,992
|-
!Group
|align="center"|7
|align="center"|8
|align="center"|2
|align="center"|6
|align="center"|11.41
|align="center"|10.08
|align="center"|14.92
|align="center"|36,147
|align="center"|36,627
|align="center"|35,837
|align="center"|36,248
|-
!II
|align="center"|8
|align="center"|10
|align="center"|2
|align="center"|8
|align="center"|11.58
|align="center"|10.08
|align="center"|14.92
|align="center"|36,453
|align="center"|36,938
|align="center"|36,100
|align="center"|36,515
|-
| 
|align="center"|9
|align="center"|12
|align="center"|4
|align="center"|8
|align="center"|11.08
|align="center"|11.08
|align="center"|13.92
|align="center"|36,663
|align="center"|37,151
|align="center"|36,280
|align="center"|36,698
|-
| 
|align="center"|10
|align="center"|14
|align="center"|4
|align="center"|10
|align="center"|11.28
|align="center"|9.08
|align="center"|13.92
|align="center"|36,794
|align="center"|37,286
|align="center"|36,394
|align="center"|36,814
|-
| 
|align="center"|11
|align="center"|16
|align="center"|6
|align="center"|10
|align="center"|11.28
|align="center"|8.08
|align="center"|12.92
|align="center"|36,866
|align="center"|37,360
|align="center"|36,456
|align="center"|36,878
|-
| 
|align="center"|12
|align="center"|18
|align="center"|6
|align="center"|12
|align="center"|10.75
|align="center"|8.08
|align="center"|12.92
|align="center"|36,994
|align="center"|37,491
|align="center"|36,568
|align="center"|36,992
|-
| 
|align="center"|13
|align="center"|20
|align="center"|6
|align="center"|14
|align="center"|10.65
|align="center"|6.08
|align="center"|12.92
|align="center"|37,024
|align="center"|37,522
|align="center"|36,594
|align="center"|37,019
|}

'''Section Properties''' 
'''Beam Type 2 -- 7" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|342.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|14.26||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|36,812||in4
|-
|align="right"|Depth=
|align="center"|32||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_{c}</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||11.26||11.26||13.74||38,994||39,464||38,683||39,085
|-
!I
|2||10||4||6||11.59||11.26||13.74||39,310||39,784||38,954||39,360
|-
| ||3||12||6||6||11.59||10.26||12.74||39,450||39,927||39,075||39,482
|-
| ||4||14||6||8||11.26||10.26||12.74||39,666||40,146||39,261||39,671
|-
| ||5||16||8||8||11.26||9.26||11.74||39,742||40,225||39,327||39,739
|-
| ||6||18||8||10||10.66||9.26||11.74||39,877||40,363||39,444||39,858
|-
!Group
|7||8||2||6||11.59||10.26||14.74||38,994||39,464||38,683||39,085
|-
!II
|8||10||2||8||11.76||10.26||14.74||39,310||39,784||38,954||39,360
|-
| ||9||12||4||8||11.26||11.26||13.74||39,528||40,005||39,142||39,550
|-
| ||10||14||4||10||11.46||9.26||13.74||39,666||40,146||39,261||39,671
|-
| ||11||16||6||10||11.46||8.26||12.74||39,742||40,225||39,327||39,739
|-
| ||12||18||6||12||10.93||8.26||12.74||39,877||40,363||39,444||39,858
|-
| ||13||20||6||14||10.83||6.26||12.74||39,910||39,473||39,473||39,888
|}

'''Section Properties ''' 
'''Beam Type 2 -- 8" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|374.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|14.41||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|39,632||in4
|-
|align="right"|Depth=
|align="center"|32||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||11.41||11.41||13.59||41,823||42,283||41,510||41,905
|-
!I
|2||10||4||6||11.74||11.41||13.59||42,147||42,611||41,789||42,186
|-
| ||3||12||6||6||11.74||10.41||12.59||42,292||42,760||41,914||42,313
|-
| ||4||14||6||8||11.41||10.41||12.59||42,515||42,985||42,106||42,508
|-
| ||5||16||8||8||11.41||9.41||11.59||42,596||43,068||42,176||42,579
|-
| ||6||18||8||10||10.81||9.41||11.59||42,737||43,212||42,298||42,703
|-
!Group
|7||8||2||6||11.74||10.41||14.59||41,823||42,283||41,510||41,905
|-
!II
|8||10||2||8||11.91||10.41||14.59||42,147||42,611||41,789||42,186
|-
| ||9||12||4||8||11.41||11.41||13.59||42,371||42,839||41,982||42,382
|-
| ||10||14||4||10||11.61||9.41||13.59||42,515||42,985||42,106||42,508
|-
| ||11||16||6||10||11.61||8.41||12.59||42,596||43,068||42,176||42,579
|-
| ||12||18||6||12||11.08||8.41||12.59||42,737||43,212||42,298||42,703
|-
| ||13||20||6||14||10.98||6.41||12.59||42,772||43,249||42,329||42,736
|}

'''Section Properties''' 
'''Beam Type 3 -- 6" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|381.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b </math> =
|align="center"|17.08||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|61,841||in4
|-
|align="right"|Depth=
|align="center"|39||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci} </math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||13.08||14.08||17.92||65,179||65,930||64,702||65,346
|-
!I
|2||10||4||6||13.75||14.08||17.92||65,659||66,415||65,114||65,762
|-
| ||3||12||4||8||13.58||14.08||17.92||66,014||66,776||65,421||66,072
|-
| ||4||14||6||8||13.58||13.08||16.92||66,265||67,032||65,637||66,292
|-
| ||5||16||6||10||13.48||13.08||16.92||66,614||67,386||65,938||66,597
|-
| ||6||18||8||10||13.48||12.08||15.92||66,776||67,552||66,079||66,740
|-
| ||7||20||8||12||13.08||12.08||15.92||67,020||67,799||66,290||66,954
|-
| ||8||22||8||14||12.51||12.08||15.92||67,178||67,961||66,427||67,095
|-
| ||9||24||10||14||12.51||11.08||14.92||67,270||68,056||66,508||67,177
|-
!Group
|10||8||2||6||13.75||13.08||18.92||65,179||65,930||64,702||65,346
|-
!II
|11||10||2||8||14.08||13.08||18.92||65,659||66,415||65,114||65,762
|-
| ||12||12||2||10||13.88||13.08||18.92||66,014||66,776||65,421||66,072
|-
| ||13||14||4||10||13.48||14.08||17.92||66,366||67,134||65,724||66,379
|-
| ||14||16||4||12||13.75||12.08||17.92||66,614||67,386||65,938||66,597
|-
| ||15||18||6||12||13.75||11.08||16.92||66,776||67,552||66,079||66,740
|-
| ||16||20||6||14||13.37||11.08||16.92||67,020||67,799||66,290||66,954
|-
| ||17||22||6||16||12.83||11.08||16.92||67,178||67,961||66,427||67,095
|-
| ||18||24||8||16||12.83||10.08||15.92||67,270||68,056||66,508||67,177
|}

'''Section Properties''' 
'''Beam Type 3 -- 7" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|420.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|17.31||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|66,991||in4
|-
|align="right"|Depth=
|align="center"|39||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||13.31||14.31||17.69||70,343||71,077||69,865||70,493
|-
!I
|2||10||4||6||13.98||14.31||17.69||70,838||71,577||70,289||70,922
|-
| ||3||12||4||8||13.81||14.31||17.69||71,207||71,951||70,607||71,243
|-
| ||4||14||6||8||13.81||13.31||16.69||71,469||72,218||70,833||71,473
|-
| ||5||16||6||10||13.71||13.31||16.69||71,832||72,585||71,146||71,789
|-
| ||6||18||8||10||13.71||12.31||15.69||72,004||72,760||71,295||71,940
|-
| ||7||20||8||12||13.31||12.31||15.69||72,259||73,019||71,516||72,164
|-
| ||8||22||8||14||12.74||12.31||15.69||72,427||73,190||71,662||72,312
|-
| ||9||24||10||14||12.74||11.31||14.69||72,526||73,292||71,749||72,401
|-
!Group
|10||8||2||6||13.98||13.31||18.69||70,343||71,077||69,865||70,493
|-
!II
|11||10||2||8||14.31||13.31||18.69||70,838||71,577||70,289||70,922
|-
| ||12||12||2||10||14.11||13.31||18.69||71,207||71,951||70,607||71,243
|-
| ||13||14||4||10||13.71||14.31||17.69||71,572||72,322||70,922||71,562
|-
| ||14||16||4||12||13.98||12.31||17.69||71,832||72,585||71,146||71,789
|-
| ||15||18||6||12||13.98||11.31||16.69||72,004||72,760||71,295||71,940
|-
| ||16||20||6||14||13.60||11.31||16.69||72,259||73,019||71,516||72,164
|-
| ||17||22||6||16||13.06||11.31||16.69||72,427||73,190||71,662||72,312
|-
| ||18||24||8||16||13.06||10.31||15.69||72,526||73,292||71,749||72,401
|}

'''Section Properties''' 
'''Beam Type 3 -- 8" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|459.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|17.49||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|72,106||in4
|-
|align="right"|Depth=
|align="center"|39||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||13.49||14.49||17.51||75,470||76,191||74,990||75,607
|-
!I
|2||10||4||6||14.16||14.49||17.51||75,977||76,703||75,425||76,046
|-
| ||3||12||4||8||13.99||14.49||17.51||76,357||77,087||75,752||76,376
|-
| ||4||14||6||8||13.99||13.49||16.51||76,628||77,363||75,986||76,613
|-
| ||5||16||6||10||13.89||13.49||16.51||77,002||77,740||76,308||76,939
|-
| ||6||18||8||10||13.89||12.49||15.51||77,182||77,923||76,464||77,096
|-
| ||7||20||8||12||13.49||12.49||15.51||77,446||78,191||76,692||77,328
|-
| ||8||22||8||14||12.92||12.49||15.51||77,622||78,370||76,845||77,483
|-
| ||9||24||10||14||12.92||11.49||14.51||77,728||78,479||76,938||77,577
|-
!Group
|10||8||2||6||14.16||13.49||18.51||75,470||76,191||74,990||75,607
|-
!II
|11||10||2||8||14.49||13.49||18.51||75,977||76,703||75,425||76,046
|-
| ||12||12||2||10||14.29||13.49||18.51||76,357||77,087||75,752||76,376
|-
| ||13||14||4||10||13.89||14.49||17.51||76,733||77,468||76,076||76,704
|-
| ||14||16||4||12||14.16||12.49||17.51||77,002||77,740||76,308||76,939
|-
| ||15||18||6||12||14.16||11.49||16.51||77,182||77,923||76,464||77,096
|-
| ||16||20||6||14||13.78||11.49||16.51||77,446||78,191||76,692||77,328
|-
| ||17||22||6||16||13.24||11.49||16.51||77,622||78,370||76,845||77,483
|-
| ||18||24||8||16||13.24||10.49||15.51||77,728||78,479||76,938||77,577
|}

'''Section Properties''' 
'''Beam Type 4 -- 6" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|428.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|19.54||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|92,450||in4
|-
|align="right"|Depth=
|align="center"|45||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||15.54||16.54||21.46||97,077||98,118||96,416||97,308
|-
!I
|2||10||4||6||16.21||16.54||21.46||97,727||98,775||96,974||97,872
|-
| ||3||12||4||8||16.04||16.54||21.46||98,231||99,286||97,408||98,310
|-
| ||4||14||6||8||16.04||15.54||20.46||98,608||99,669||97,733||98,640
|-
| ||5||16||6||10||15.94||15.54||20.46||99,103||100,170||98,160||99,071
|-
| ||6||18||8||10||15.94||14.54||19.46||99,368||100,441||98,390||99,305
|-
| ||7||20||8||12||15.54||14.54||19.46||99,735||100,813||98,707||99,626
|-
| ||8||22||8||14||14.97||14.54||19.46||99,995||101,078||98,933||99,856
|-
| ||9||24||8||16||15.29||12.54||19.46||100,168||101,254||99,083||100,009
|-
| ||10||26||10||16||15.29||11.54||18.46||100,271||101,360||99,174||100,102
|-
| ||11||28||10||18||15.32||9.54||18.46||100,323||101,414||99,220||100,149
|-
!Group
|12||8||2||6||16.21||15.54||22.46||97,077||98,118||96,416||97,308
|-
!II
|13||10||2||8||16.54||15.54||22.46||97,727||98,775||96,974||97,872
|-
| ||14||12||4||8||16.04||16.54||21.46||98,231||99,286||97,408||98,310
|-
| ||15||14||4||10||15.94||16.54||21.46||98,730||99,792||97,838||98,745
|-
| ||16||16||4||12||16.21||14.54||21.46||99,103||100,170||98,160||99,071
|-
| ||17||16||6||10||15.94||15.54||20.46||99,103||100,170||98,160||99,071
|-
| ||18||18||6||12||16.21||13.54||20.46||99,368||100,441||98,390||99,305
|-
| ||19||20||6||14||15.83||13.54||20.46||99,735||100,813||98,707||99,626
|-
| ||20||22||6||16||15.29||13.54||20.46||99,995||101,078||98,933||99,856
|-
| ||21||24||6||18||15.32||11.54||20.46||100,168||101,254||99,083||100,009
|-
| ||22||26||6||20||15.14||9.54||20.46||100,271||101,360||99,174||100,102
|-
| ||23||26||8||18||15.32||10.54||19.46||100,271||101,360||99,174||100,102
|-
| ||24||28||6||22||14.81||7.54||20.46||100,323||101,414||99,220||100,149
|-
| ||25||28||8||20||15.14||8.54||19.46||100,323||101,414||99,220||100,149
|-
| ||26||30||8||22||14.81||6.54||19.46||100,341||101,433||99,236||100,166
|-
| ||27||32||8||24||14.37||4.54||19.46||100,342||101,435||99,238||100,168
|}

'''Section Properties''' 
'''Beam Type 4 -- 7" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|473.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|19.82||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|100,400||in4
|-
|align="right"|Depth=
|align="center"|45||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||15.82||16.82||21.18||105,048||106,065||104,384||105,256
|-
!I
|2||10||4||6||16.49||16.82||21.18||105,719||106,743||104,960||105,837
|-
| ||3||12||4||8||16.32||16.82||21.18||106,242||107,272||105,410||106,291
|-
| ||4||14||6||8||16.32||15.82||20.18||106,636||107,671||105,750||106,635
|-
| ||5||16||6||10||16.22||15.82||20.18||107,151||108,192||106,193||107,083
|-
| ||6||18||8||10||16.22||14.82||19.18||107,431||108,476||106,436||107,328
|-
| ||7||20||8||12||15.82||14.82||19.18||107,815||108,866||106,768||107,664
|-
| ||8||22||8||14||15.25||14.82||19.18||108,090||109,145||107,007||107,906
|-
| ||9||24||8||16||15.57||12.82||19.18||108,275||109,334||107,168||108,070
|-
| ||10||26||10||16||15.57||11.82||18.18||108,388||109,449||107,266||108,171
|-
| ||11||28||10||18||15.60||9.82||18.18||108,446||109,510||107,318||108,224
|-
!Group
|12||8||2||6||16.49||15.82||22.18||105,048||106,065||104,384||105,256
|-
!II
|13||10||2||8||16.82||15.82||22.18||105,719||106,743||104,960||105,837
|-
| ||14||12||4||8||16.32||16.82||21.18||106,242||107,272||105,410||106,291
|-
| ||15||14||4||10||16.22||16.82||21.18||106,760||107,796||105,857||106,742
|-
| ||16||16||4||12||16.49||14.82||21.18||107,151||108,192||106,193||107,083
|-
| ||17||16||6||10||16.22||15.82||20.18||107,151||108,192||106,193||107,083
|-
| ||18||18||6||12||16.49||13.82||20.18||107,431||108,476||106,436||107,328
|-
| ||19||20||6||14||16.11||13.82||20.18||107,815||108,866||106,768||107,664
|-
| ||20||22||6||16||15.57||13.82||20.18||108,090||109,145||107,007||107,906
|-
| ||21||24||6||18||15.60||11.82||20.18||108,275||109,334||107,168||108,070
|-
| ||22||26||6||20||15.42||9.82||20.18||108,388||109,449||107,266||108,171
|-
| ||23||26||8||18||15.60||10.82||19.18||108,388||109,449||107,266||108,171
|-
| ||24||28||6||22||15.09||7.82||20.18||108,446||109,510||107,318||108,224
|-
| ||25||28||8||20||15.42||8.82||19.18||108,446||109,510||107,318||108,224
|-
| ||26||30||8||22||15.09||6.82||19.18||108,469||109,533||107,338||108,245
|-
| ||27||32||8||24||14.65||4.82||19.18||108,472||109,537||107,341||108,248
|}

'''Section Properties''' 
'''Beam Type 4 -- 8" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|518.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|20.06||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|108,288||in4
|-
|align="right"|Depth=
|align="center"|45||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||16.06||17.06||20.94||112,955||113,952||112,289||113,143
|-
!I
|2||10||4||6||16.73||17.06||20.94||113,645||114,648||112,881||113,739
|-
| ||3||12||4||8||16.56||17.06||20.94||114,185||115,193||113,345||114,208
|-
| ||4||14||6||8||16.56||16.06||19.94||114,594||115,607||113,698||114,563
|-
| ||5||16||6||10||16.46||16.06||19.94||115,126||116,144||114,156||115,026
|-
| ||6||18||8||10||16.46||15.06||18.94||115,419||116,442||114,409||115,282
|-
| ||7||20||8||12||16.06||15.06||18.94||115,818||116,846||114,755||115,631
|-
| ||8||22||8||14||15.49||15.06||18.94||116,107||117,138||115,004||115,884
|-
| ||9||24||8||16||15.81||13.06||18.94||116,303||117,337||115,175||116,057
|-
| ||10||26||10||16||15.81||12.06||17.94||116,424||117,461||115,281||116,165
|-
| ||11||28||10||18||15.84||10.06||17.94||116,489||117,528||115,338||116,223
|-
!Group
|12||8||2||6||16.73||16.06||21.94||112,955||113,952||112,289||113,143
|-
!II
|13||10||2||8||17.06||16.06||21.94||113,645||114,648||112,881||113,739
|-
| ||14||12||4||8||16.56||17.06||20.94||114,185||115,193||113,345||114,208
|-
| ||15||14||4||10||16.46||17.06||20.94||114,720||115,734||113,806||114,673
|-
| ||16||16||4||12||16.73||15.06||20.94||115,126||116,144||114,156||115,026
|-
| ||17||16||6||10||16.46||16.06||19.94||115,126||116,144||114,156||115,026
|-
| ||18||18||6||12||16.73||14.06||19.94||115,419||116,442||114,409||115,282
|-
| ||19||20||6||14||16.35||14.06||19.94||115,818||116,846||114,755||115,631
|-
| ||20||22||6||16||15.81||14.06||19.94||116,107||117,138||115,004||115,884
|-
| ||21||24||6||18||15.84||12.06||19.94||116,303||117,337||115,175||116,057
|-
| ||22||26||6||20||15.66||10.06||19.94||116,424||117,461||115,281||116,165
|-
| ||23||26||8||18||15.84||11.06||18.94||116,424||117,461||115,281||116,165
|-
| ||24||28||6||22||15.33||8.06||19.94||116,489||117,528||115,338||116,223
|-
| ||25||28||8||20||15.66||9.06||18.94||116,489||117,528||115,338||116,223
|-
| ||26||30||8||22||15.33||7.06||18.94||116,515||117,555||115,361||116,247
|-
| ||27||32||8||24||14.89||5.06||18.94||116,520||117,560||115,366||116,252
|}

'''Section Properties''' 
'''Beam Type 6 -- 6.5" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|643.6||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|25.92||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|235,735||in4
|-
|align="right"|Depth=
|align="center"|54||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || ||[[#e1, e2, e3, I_initial & I_final|Iinitial]]||[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#6||A1 Bars 2-#6
|-
!Group
|1||14||4||10||23.52||22.92||23.08||248,115||246,353
|-
!I
|2||16||4||12||23.25||22.92||23.08||249,115||247,213
|-
| ||3||18||6||12||23.25||21.92||22.08||249,933||247,918
|-
| ||4||20||6||14||23.06||21.92||22.08||250,920||248,769
|-
| ||5||22||6||16||22.92||21.92||22.08||251,901||249,616
|-
| ||6||24||8||16||22.92||20.92||21.08||252,545||250,173
|-
| ||7||26||8||18||22.59||20.92||21.08||253,342||250,862
|-
| ||8||28||8||20||22.32||20.92||21.08||254,133||251,547
|-
| ||9||30||10||20||22.32||19.92||20.08||254,626||251,975
|-
| ||10||32||10||22||22.10||19.92||20.08||255,408||252,653
|-
| ||11||34||10||24||21.75||19.92||20.08||256,032||253,195
|-
| ||12||36||10||26||21.46||19.92||20.08||256,651||253,734
|-
| ||13||38||12||26||21.46||18.92||19.08||257,011||254,048
|}

'''Section Properties''' 
'''Beam Type 6 -- 7.5" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|697.6||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|26.00||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|248,915||in4
|-
|align="right"|Depth=
|align="center"|54||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || ||[[#e1, e2, e3, I_initial & I_final|Iinitial]]||[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#6||A1 Bars 2-#6
|-
!Group
|1||14||4||10||23.60||23.00||23.00||262,852||260,864
|-
!I
|2||16||4||12||23.33||23.00||23.00||263,868||261,737
|-
| ||3||18||6||12||23.33||22.00||22.00||264,701||262,454
|-
| ||4||20||6||14||23.14||22.00||22.00||265,707||263,319
|-
| ||5||22||6||16||23.00||22.00||22.00||266,706||264,180
|-
| ||6||24||8||16||23.00||21.00||21.00||267,365||264,749
|-
| ||7||26||8||18||22.67||21.00||21.00||268,178||265,452
|-
| ||8||28||8||20||22.40||21.00||21.00||268,987||266,150
|-
| ||9||30||10||20||22.40||20.00||20.00||269,493||266,589
|-
| ||10||32||10||22||22.18||20.00||20.00||270,294||267,282
|-
| ||11||34||10||24||21.83||20.00||20.00||270,933||267,836
|-
| ||12||36||10||26||21.54||20.00||20.00||271,569||268,387
|-
| ||13||38||12||26||21.54||19.00||19.00||271,941||268,712
|}

'''Section Properties''' 
'''Beam Type 6 -- 8.5" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|751.6||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|26.07||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|262,087||in4
|-
|align="right"|Depth=
|align="center"|54||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || ||[[#e1, e2, e3, I_initial & I_final|Iinitial]]||[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#6||A1 Bars 2-#6
|-
!Group
|1||14||4||10||23.67||23.07||22.93||276,043||274,052
|-
!I
|2||16||4||12||23.40||23.07||22.93||277,068||274,932
|-
| ||3||18||6||12||23.40||22.07||21.93||277,908||275,656
|-
| ||4||20||6||14||23.21||22.07||21.93||278,922||276,528
|-
| ||5||22||6||16||23.07||22.07||21.93||279,930||277,396
|-
| ||6||24||8||16||23.07||21.07||20.93||280,596||277,971
|-
| ||7||26||8||18||22.74||21.07||20.93||281,418||278,680
|-
| ||8||28||8||20||22.47||21.07||20.93||282,236||279,386
|-
| ||9||30||10||20||22.47||20.07||19.93||282,750||279,831
|-
| ||10||32||10||22||22.25||20.07||19.93||283,559||280,531
|-
| ||11||34||10||24||21.90||20.07||19.93||284,207||281,093
|-
| ||12||36||10||26||21.61||20.07||19.93||284,851||281,651
|-
| ||13||38||12||26||21.61||19.07||18.93||285,230||281,981
|}

'''Section Properties''' 
'''Beam Type 7 -- 6" Web''' 
'''Bulb-Tee Girder'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|787.4||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|37.58||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|571,047||in4
|-
|align="right"|Depth=
|align="center"|72.5||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || ||[[#e1, e2, e3, I_initial & I_final|Iinitial]]||[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
!valign="top|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 4-#6||A1 Bars 4-#6
|-
!Group
|1||14||4||10||35.58||34.58||29.92||603,636||598,983
|-
!I
|2||16||4||12||35.25||34.58||29.92||606,025||601,033
|-
| ||3||18||6||12||35.25||33.58||28.92||608,125||602,838
|-
| ||4||20||6||14||35.01||33.58||28.92||610,490||604,871
|-
| ||5||22||6||16||34.83||33.58||28.92||612,843||606,895
|-
| ||6||24||8||16||34.83||32.58||27.92||614,652||608,453
|-
| ||7||26||8||18||34.69||32.58||27.92||616,981||610,459
|-
| ||8||28||8||20||34.58||32.58||27.92||619,299||612,457
|-
| ||9||30||10||20||34.58||31.58||26.92||620,839||613,788
|-
| ||10||32||10||22||34.31||31.58||26.92||622,864||615,536
|-
| ||11||34||10||24||34.08||31.58||26.92||624,878||617,276
|-
| ||12||36||10||26||33.89||31.58||26.92||626,881||619,009
|-
| ||13||38||10||28||33.58||31.58||26.92||628,622||620,517
|-
| ||14||40||12||28||33.58||30.58||25.92||629,902||621,627
|}

===751.22.3.5 Beam Section Properties Tables - Higher Concrete Strength===

<div id="e1, e2, e3, I_initial & I_final 1"></div>
The properties of prestressed I-girders in the following tables are valid for <math>\, f'_{ci}</math> = 5 ksi and <math>\, f'_c</math> = 7 ksi. The modular ratio , ''<math>\, n</math>'', is 7 for the initial moment of inertia, <math>\, I_{initial}</math>, and 6 for the final moment of inertia, <math>\, I_{final}</math>.

Note: Moments of inertia, <math>\, I_{initial}</math> and <math>\, I_{final}</math> are computed based on transformed non-composite section and are used in camber calculations. A1 Bar locations are assumed at 3" from the top of girder.

Definitions used in tables are:
{|border="0" cellpadding="5"
|Section Area||=||Gross area of girder, (in.2)
|-
|Section <math>\, Y_b</math> ||=||Distance from bottom of girder to center of gravity of non-transformed non-composite section, (in.)
|-
| <math>\, I_{nontransformed}</math> ||=||Moment of inertia of non-transformed non-composite section, (in.4)
|-
|Depth||=||Height of girder, (in.)
|-
|Strand size||=||Strand diameter, (in.)
|-
|e1*||=||Eccentricity between centroid of straight strands (CSS) and center of gravity of non-transformed non-composite section (CGB) as shown in figure below, (in.)
|-
|e2*||=||Eccentricity between centroid of harped strands (CHS) and center of gravity of non-transformed non-composite section (CGB) at midspan as shown in figure below, (in.)
|-
|e3*||=||Eccentricity between centroid of harped strands (CHS) and center of gravity of non-transformed non-composite section (CGB) at the end of girder as shown in figure below, (in.)
|}

<math>\, *</math> A more accurate value can be used based on transformed non-composite section. The final camber calculation will not be significantly different using values between transformed and non-transformed sections.

<center>[[Image:751.22_Girder_Plan_showing_strands.gif]]</center>

'''Steps for detailing strand patterns from Prestressed Beam Tables'''
#For strand locations at mid-span of girder: Look up the "Total Number of Strands" value for the corresponding strand pattern number. The strands will then be located at that number and all numbers below that number. Ex. For 14 total strands, the strands will be placed at all locations numbered ≤14.
#For harped strand locations at end of girder: Look up the "Number of Harped Strands" value for the corresponding strand pattern number. The strands will then be located at that number and all numbers below that number. Ex. For 6 harped strands, the strands will be placed at all locations numbered ≤6.

<center>[[Image:751.22_Girder_Section_showing_strands.gif]]</center>

:::::::::::'''GROUP I'''

'''Section Properties''' 
'''Beam Type 2 -- 6" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|310.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|14.08||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|33,974||in4
|-
|align="right"|Depth=
|align="center"|32||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" text-align="center"

| || || || || || || || 
|align="center" colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]
|align="center" colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
| 
|align="center"|#
|align="center"|T
|align="center"|H
|align="center"|S
|align="center"|[[#e1, e2, e3, I_initial & I_final 1|e1]]
|align="center"|[[#e1, e2, e3, I_initial & I_final 1|e2]]
|align="center"|[[#e1, e2, e3, I_initial & I_final 1|e3]]
|align="center"|A1 Bars 2-#5
|align="center"|A1 Bars 2-#6
|align="center"|A1 Bars 2-#5
|align="center"|A1 Bars, 2-#6
|-
!Group
|align="center"|1
|align="center"|8
|align="center"|4
|align="center"|4
|align="center"|11.08
|align="center"|11.08
|align="center"|13.92
|align="center"|36,407
|align="center"|36,838
|align="center"|36,062
|align="center"|36,429
|-
!I
|align="center"|2
|align="center"|10
|align="center"|4
|align="center"|6
|align="center"|11.41
|align="center"|11.08
|align="center"|13.92
|align="center"|36,828
|align="center"|37,265
|align="center"|36,424
|align="center"|36,797
|-
| 
|align="center"|3
|align="center"|12
|align="center"|6
|align="center"|6
|align="center"|11.41
|align="center"|10.08
|align="center"|12.92
|align="center"|36,983
|align="center"|37,424
|align="center"|36,559
|align="center"|36,935
|-
| 
|align="center"|4
|align="center"|14
|align="center"|6
|align="center"|8
|align="center"|11.08
|align="center"|10.08
|align="center"|12.92
|align="center"|37,265
|align="center"|37,711
|align="center"|36,804
|align="center"|37,183
|-
| 
|align="center"|5
|align="center"|16
|align="center"|8
|align="center"|8
|align="center"|11.08
|align="center"|9.08
|align="center"|11.92
|align="center"|37,304
|align="center"|37,753
|align="center"|36,839
|align="center"|37,221
|-
| 
|align="center"|6
|align="center"|18
|align="center"|8
|align="center"|10
|align="center"|10.48
|align="center"|9.08
|align="center"|11.92
|align="center"|37,465
|align="center"|37,917
|align="center"|36,980
|align="center"|37,364
|-
!Group
|align="center"|7
|align="center"|8
|align="center"|2
|align="center"|6
|align="center"|11.41
|align="center"|10.08
|align="center"|14.92
|align="center"|36,407
|align="center"|36,837
|align="center"|36,061
|align="center"|36,429
|-
!II
|align="center"|8
|align="center"|10
|align="center"|2
|align="center"|8
|align="center"|11.58
|align="center"|10.08
|align="center"|14.92
|align="center"|36,829
|align="center"|37,265
|align="center"|36,425
|align="center"|36,797
|-
| 
|align="center"|9
|align="center"|12
|align="center"|4
|align="center"|8
|align="center"|11.08
|align="center"|11.08
|align="center"|13.92
|align="center"|37,112
|align="center"|37,553
|align="center"|36,670
|align="center"|37,046
|-
| 
|align="center"|10
|align="center"|14
|align="center"|4
|align="center"|10
|align="center"|11.28
|align="center"|9.08
|align="center"|13.92
|align="center"|37,265
|align="center"|37,711
|align="center"|36,804
|align="center"|37,183
|-
| 
|align="center"|11
|align="center"|16
|align="center"|6
|align="center"|10
|align="center"|11.28
|align="center"|8.08
|align="center"|12.92
|align="center"|37,304
|align="center"|37,753
|align="center"|36,839
|align="center"|37,221
|-
| 
|align="center"|12
|align="center"|18
|align="center"|6
|align="center"|12
|align="center"|10.75
|align="center"|8.08
|align="center"|12.92
|align="center"|37,466
|align="center"|37,918
|align="center"|36,981
|align="center"|37,365
|-
| 
|align="center"|13
|align="center"|20
|align="center"|6
|align="center"|14
|align="center"|10.65
|align="center"|6.08
|align="center"|12.92
|align="center"|37,409
|align="center"|37,864
|align="center"|36,934
|align="center"|37,320
|}

'''Section Properties''' 
'''Beam Type 2 -- 7" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|342.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|14.26||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|36,812||in4
|-
|align="right"|Depth=
|align="center"|32||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||11.26||11.26||13.74||39,272||39,691||38,922||39,281
|-
!I
|2||10||4||6||11.59||11.26||13.74||39,706||40,132||39,297||39,660
|-
| ||3||12||6||6||11.59||10.26||12.74||39,871||40,300||39,440||39,806
|-
| ||4||14||6||8||11.26||10.26||12.74||40,165||40,599||39,695||40,064
|-
| ||5||16||8||8||11.26||9.26||11.74||40,211||40,648||39,736||40,108
|-
| ||6||18||8||10||10.66||9.26||11.74||40,382||40,822||39,885||40,259
|-
!Group
|7||8||2||6||11.59||10.26||14.74||39,271||39,691||38,921||39,280
|-
!II
|8||10||2||8||11.76||10.26||14.74||39,707||40,133||39,297||39,660
|-
| ||9||12||4||8||11.26||11.26||13.74||40,002||40,432||39,553||39,919
|-
| ||10||14||4||10||11.46||9.26||13.74||40,165||40,599||39,695||40,064
|-
| ||11||16||6||10||11.46||8.26||12.74||40,211||40,648||39,736||40,108
|-
| ||12||18||6||12||10.93||8.26||12.74||40,383||40,823||39,886||40,260
|-
| ||13||20||6||14||10.83||6.26||12.74||40,331||40,773||39,843||40,219
|}

'''Section Properties ''' 
'''Beam Type 2 -- 8" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|374.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|14.41||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|39,632||in4
|-
|align="right"|Depth=
|align="center"|32||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||11.41||11.41||13.59||42,114||42,525||41,761||42,113
|-
!I
|2||10||4||6||11.74||11.41||13.59||42,561||42,977||42,146||42,502
|-
| ||3||12||6||6||11.74||10.41||12.59||42,734||43,154||42,296||42,654
|-
| ||4||14||6||8||11.41||10.41||12.59||43,039||43,463||42,560||42,921
|-
| ||5||16||8||8||11.41||9.41||11.59||43,091||43,518||42,607||42,970
|-
| ||6||18||8||10||10.81||9.41||11.59||43,270||43,700||42,764||43,129
|-
!Group
|7||8||2||6||11.74||10.41||14.59||42,114||42,525||41,761||42,112
|-
!II
|8||10||2||8||11.91||10.41||14.59||42,562||42,978||42,147||42,502
|-
| ||9||12||4||8||11.41||11.41||13.59||42,867||43,288||42,411||42,769
|-
| ||10||14||4||10||11.61||9.41||13.59||43,039||43,463||42,560||42,921
|-
| ||11||16||6||10||11.61||8.41||12.59||43,091||43,518||42,607||42,970
|-
| ||12||18||6||12||11.08||8.41||12.59||43,271||43,701||42,765||43,130
|-
| ||13||20||6||14||10.98||6.41||12.59||43,224||43,655||42,725||43,092
|}

'''Section Properties''' 
'''Beam Type 3 -- 6" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|381.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|17.08||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|61,841||in4
|-
|align="right"|Depth=
|align="center"|39||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||13.08||14.08||17.92||65,603||66,291||65,068||65,656
|-
!I
|2||10||4||6||13.75||14.08||17.92||66,265||66,962||65,638||66,233
|-
| ||3||12||4||8||13.58||14.08||17.92||66,753||67,457||66,060||66,660
|-
| ||4||14||6||8||13.58||13.08||16.92||67,077||67,787||66,341||66,945
|-
| ||5||16||6||10||13.48||13.08||16.92||67,555||68,271||66,755||67,364
|-
| ||6||18||8||10||13.48||12.08||15.92||67,723||68,444||66,903||67,516
|-
| ||7||20||8||12||13.08||12.08||15.92||68,042||68,769||67,182||67,799
|-
| ||8||22||8||14||12.51||12.08||15.92||68,218||68,949||67,336||67,957
|-
| ||9||24||10||14||12.51||11.08||14.92||68,260||68,994||67,376||67,998
|-
!Group
|10||8||2||6||13.75||13.08||18.92||65,604||66,292||65,068||65,657
|-
!II
|11||10||2||8||14.08||13.08||18.92||66,264||66,961||65,637||66,232
|-
| ||12||12||2||10||13.88||13.08||18.92||66,753||67,457||66,060||66,660
|-
| ||13||14||4||10||13.48||14.08||17.92||67,236||67,946||66,477||67,082
|-
| ||14||16||4||12||13.75||12.08||17.92||67,556||68,272||66,756||67,366
|-
| ||15||18||6||12||13.75||11.08||16.92||67,725||68,445||66,904||67,517
|-
| ||16||20||6||14||13.37||11.08||16.92||68,045||68,771||67,184||67,800
|-
| ||17||22||6||16||12.83||11.08||16.92||68,217||68,948||67,336||67,956
|-
| ||18||24||8||16||12.83||10.08||15.92||68,259||68,993||67,375||67,998
|}

'''Section Properties''' 
'''Beam Type 3 -- 7" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|420.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|17.31||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|66,991||in4
|-
|align="right"|Depth=
|align="center"|39||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||13.31||14.31||17.69||70,792||71,464||70,251||70,826
|-
!I
|2||10||4||6||13.98||14.31||17.69||71,477||72,156||70,841||71,420
|-
| ||3||12||4||8||13.81||14.31||17.69||71,985||72,670||71,279||71,864
|-
| ||4||14||6||8||13.81||13.31||16.69||72,326||73,016||71,575||72,163
|-
| ||5||16||6||10||13.71||13.31||16.69||72,823||73,520||72,006||72,599
|-
| ||6||18||8||10||13.71||12.31||15.69||73,006||73,707||72,166||72,762
|-
| ||7||20||8||12||13.31||12.31||15.69||73,342||74,049||72,459||73,060
|-
| ||8||22||8||14||12.74||12.31||15.69||73,532||74,242||72,626||73,229
|-
| ||9||24||10||14||12.74||11.31||14.69||73,584||74,298||72,675||73,280
|-
!Group
|10||8||2||6||13.98||13.31||18.69||70,793||71,465||70,252||70,826
|-
!II
|11||10||2||8||14.31||13.31||18.69||71,476||72,155||70,840||71,420
|-
| ||12||12||2||10||14.11||13.31||18.69||71,985||72,670||71,279||71,864
|-
| ||13||14||4||10||13.71||14.31||17.69||72,487||73,178||71,714||72,303
|-
| ||14||16||4||12||13.98||12.31||17.69||72,825||73,522||72,007||72,600
|-
| ||15||18||6||12||13.98||11.31||16.69||73,007||73,708||72,167||72,764
|-
| ||16||20||6||14||13.60||11.31||16.69||73,344||74,051||72,461||73,061
|-
| ||17||22||6||16||13.06||11.31||16.69||73,531||74,242||72,625||73,229
|-
| ||18||24||8||16||13.06||10.31||15.69||73,584||74,298||72,674||73,280
|}

'''Section Properties''' 
'''Beam Type 3 -- 8" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|459.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|17.49||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|72,106||in4
|-
|align="right"|Depth=
|align="center"|39||in
|-
|align="right"|Strand Size=
|align="center"|0.60||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||13.49||14.49||17.51||75,940||76,598||75,394||75,957
|-
!I
|2||10||4||6||14.16||14.49||17.51||76,642||77,307||75,999||76,567
|-
| ||3||12||4||8||13.99||14.49||17.51||77,166||77,837||76,451||77,023
|-
| ||4||14||6||8||13.99||13.49||16.51||77,520||78,196||76,758||77,334
|-
| ||5||16||6||10||13.89||13.49||16.51||78,034||78,716||77,203||77,783
|-
| ||6||18||8||10||13.89||12.49||15.51||78,229||78,914||77,373||77,956
|-
| ||7||20||8||12||13.49||12.49||15.51||78,580||79,270||77,678||78,265
|-
| ||8||22||8||14||12.92||12.49||15.51||78,781||79,475||77,855||78,445
|-
| ||9||24||10||14||12.92||11.49||14.51||78,843||79,540||77,911||78,504
|-
!Group
|10||8||2||6||14.16||13.49||18.51||75,941||76,599||75,395||75,958
|-
!II
|11||10||2||8||14.49||13.49||18.51||76,641||77,306||75,998||76,566
|-
| ||12||12||2||10||14.29||13.49||18.51||77,166||77,837||76,451||77,023
|-
| ||13||14||4||10||13.89||14.49||17.51||77,684||78,361||76,899||77,476
|-
| ||14||16||4||12||14.16||12.49||17.51||78,036||78,718||77,204||77,785
|-
| ||15||18||6||12||14.16||11.49||16.51||78,230||78,916||77,374||77,957
|-
| ||16||20||6||14||13.78||11.49||16.51||78,582||79,273||77,680||78,267
|-
| ||17||22||6||16||13.24||11.49||16.51||78,780||79,475||77,854||78,444
|-
| ||18||24||8||16||13.24||10.49||15.51||78,842||79,540||77,911||78,503
|}

'''Section Properties''' 
'''Beam Type 4 -- 6" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|428.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|19.54||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|92,450||in4
|-
|align="right"|Depth=
|align="center"|45||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||15.54||16.54||21.46||97,723||98,691||96,972||97,800
|-
!I
|2||10||4||6||16.21||16.54||21.46||98,623||99,602||97,748||98,583
|-
| ||3||12||4||8||16.04||16.54||21.46||99,318||100,305||98,347||99,189
|-
| ||4||14||6||8||16.04||15.54||20.46||99,818||100,812||98,780||99,627
|-
| ||5||16||6||10||15.94||15.54||20.46||100,497||101,501||99,369||100,223
|-
| ||6||18||8||10||15.94||14.54||19.46||100,808||101,818||99,640||100,499
|-
| ||7||20||8||12||15.54||14.54||19.46||101,297||102,314||100,066||100,930
|-
| ||8||22||8||14||14.97||14.54||19.46||101,611||102,634||100,341||101,210
|-
| ||9||24||8||16||15.29||12.54||19.46||101,761||102,789||100,475||101,347
|-
| ||10||26||10||16||15.29||11.54||18.46||101,762||102,794||100,480||101,356
|-
| ||11||28||10||18||15.32||9.54||18.46||101,633||102,667||100,372||101,250
|-
!Group
|12||8||2||6||16.21||15.54||22.46||97,724||98,692||96,973||97,801
|-
!II
|13||10||2||8||16.54||15.54||22.46||98,622||99,601||97,747||98,582
|-
| ||14||12||4||8||16.04||16.54||21.46||99,318||100,305||98,347||99,189
|-
| ||15||14||4||10||15.94||16.54||21.46||100,005||101,001||98,941||99,790
|-
| ||16||16||4||12||16.21||14.54||21.46||100,499||101,503||99,370||100,224
|-
| ||17||16||6||10||15.94||15.54||20.46||100,497||101,501||99,369||100,223
|-
| ||18||18||6||12||16.21||13.54||20.46||100,810||101,819||99,641||100,500
|-
| ||19||20||6||14||15.83||13.54||20.46||101,300||102,317||100,068||100,932
|-
| ||20||22||6||16||15.29||13.54||20.46||101,610||102,633||100,340||101,209
|-
| ||21||24||6||18||15.32||11.54||20.46||101,762||102,790||100,476||101,349
|-
| ||22||26||6||20||15.14||9.54||20.46||101,762||102,794||100,480||101,356
|-
| ||23||26||8||18||15.32||10.54||19.46||101,764||102,796||100,482||101,357
|-
| ||24||28||6||22||14.81||7.54||20.46||101,629||102,663||100,369||101,246
|-
| ||25||28||8||20||15.14||8.54||19.46||101,631||102,666||100,371||101,248
|-
| ||26||30||8||22||14.81||6.54||19.46||101,381||102,417||100,158||101,037
|-
| ||27||32||8||24||14.37||4.54||19.46||101,033||102,069||99,860||100,739
|}

'''Section Properties''' 
'''Beam Type 4 -- 7" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|473.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|19.82||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|100,400||in4
|-
|align="right"|Depth=
|align="center"|45||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||15.82||16.82||21.18||105,729||106,673||104,971||105,778
|-
!I
|2||10||4||6||16.49||16.82||21.18||106,661||107,614||105,773||106,587
|-
| ||3||12||4||8||16.32||16.82||21.18||107,384||108,345||106,396||107,216
|-
| ||4||14||6||8||16.32||15.82||20.18||107,908||108,876||106,850||107,675
|-
| ||5||16||6||10||16.22||15.82||20.18||108,617||109,593||107,464||108,295
|-
| ||6||18||8||10||16.22||14.82||19.18||108,950||109,931||107,753||108,589
|-
| ||7||20||8||12||15.82||14.82||19.18||109,464||110,453||108,201||109,041
|-
| ||8||22||8||14||15.25||14.82||19.18||109,801||110,795||108,495||109,340
|-
| ||9||24||8||16||15.57||12.82||19.18||109,968||110,967||108,644||109,492
|-
| ||10||26||10||16||15.57||11.82||18.18||109,984||110,986||108,661||109,512
|-
| ||11||28||10||18||15.60||9.82||18.18||109,864||110,869||108,562||109,415
|-
!Group
|12||8||2||6||16.49||15.82||22.18||105,730||106,674||104,971||105,779
|-
!II
|13||10||2||8||16.82||15.82||22.18||106,660||107,613||105,772||106,586
|-
| ||14||12||4||8||16.32||16.82||21.18||107,384||108,345||106,396||107,216
|-
| ||15||14||4||10||16.22||16.82||21.18||108,100||109,069||107,015||107,841
|-
| ||16||16||4||12||16.49||14.82||21.18||108,619||109,595||107,465||108,296
|-
| ||17||16||6||10||16.22||15.82||20.18||108,617||109,593||107,464||108,295
|-
| ||18||18||6||12||16.49||13.82||20.18||108,951||109,933||107,755||108,590
|-
| ||19||20||6||14||16.11||13.82||20.18||109,467||110,456||108,203||109,044
|-
| ||20||22||6||16||15.57||13.82||20.18||109,800||110,794||108,484||109,339
|-
| ||21||24||6||18||15.60||11.82||20.18||109,970||110,969||108,645||109,494
|-
| ||22||26||6||20||15.42||9.82||20.18||109,984||110,986||108,661||109,512
|-
| ||23||26||8||18||15.60||10.82||19.18||109,985||110,988||108,663||109,514
|-
| ||24||28||6||22||15.09||7.82||20.18||109,860||110,865||108,559||109,411
|-
| ||25||28||8||20||15.42||8.82||19.18||109,862||110,867||108,561||109,413
|-
| ||26||30||8||22||15.09||6.82||19.18||109,618||110,624||108,353||109,207
|-
| ||27||32||8||24||14.65||4.82||19.18||109,271||110,278||108,056||108,910
|}

'''Section Properties''' 
'''Beam Type 4 -- 8" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|518.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|20.06||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|108,288||in4
|-
|align="right"|Depth=
|align="center"|45||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||16.06||17.06||20.94||113,668||114,591||112,902||113,692
|-
!I
|2||10||4||6||16.73||17.06||20.94||114,627||115,559||113,727||114,523
|-
| ||3||12||4||8||16.56||17.06||20.94||115,375||116,314||114,372||115,174
|-
| ||4||14||6||8||16.56||16.06||19.94||115,921||116,866||114,844||115,651
|-
| ||5||16||6||10||16.46||16.06||19.94||116,655||117,608||115,480||116,291
|-
| ||6||18||8||10||16.46||15.06||18.94||117,007||117,965||115,786||116,601
|-
| ||7||20||8||12||16.06||15.06||18.94||117,544||118,509||116,252||117,073
|-
| ||8||22||8||14||15.49||15.06||18.94||117,900||118,870||116,563||117,387
|-
| ||9||24||8||16||15.81||13.06||18.94||118,084||119,058||119,725||117,553
|-
| ||10||26||10||16||15.81||12.06||17.94||118,112||119,089||116,754||117,584
|-
| ||11||28||10||18||15.84||10.06||17.94||118,001||118,981||116,662||117,494
|-
!Group
|12||8||2||6||16.73||16.06||21.94||113,669||114,592||112,903||113,693
|-
!II
|13||10||2||8||17.06||16.06||21.94||114,626||115,558||113,726||114,522
|-
| ||14||12||4||8||16.56||17.06||20.94||115,375||116,314||114,372||115,174
|-
| ||15||14||4||10||16.46||17.06||20.94||116,116||117,062||115,012||115,819
|-
| ||16||16||4||12||16.73||15.06||20.94||116,657||117,610||115,481||116,293
|-
| ||17||16||6||10||16.46||16.06||19.94||116,655||117,608||115,480||116,291
|-
| ||18||18||6||12||16.73||14.06||19.94||117,009||117,967||115,787||116,603
|-
| ||19||20||6||14||16.35||14.06||19.94||117,547||118,512||116,255||117,075
|-
| ||20||22||6||16||15.81||14.06||19.94||117,899||118,869||116,562||117,387
|-
| ||21||24||6||18||15.84||12.06||19.94||118,085||119,059||116,727||117,554
|-
| ||22||26||6||20||15.66||10.06||19.94||118,112||119,089||116,754||117,584
|-
| ||23||26||8||18||15.84||11.06||18.94||118,113||119,091||116,755||117,585
|-
| ||24||28||6||22||15.33||8.06||19.94||117,997||118,977||116,659||117,490
|-
| ||25||28||8||20||15.66||9.06||18.94||117,999||118,979||116,661||117,493
|-
| ||26||30||8||22||15.33||7.06||18.94||117,760||118,742||116,458||117,291
|-
| ||27||32||8||24||14.89||5.06||18.94||117,415||118,397||116,163||116,996
|}

'''Section Properties''' 
'''Beam Type 6 -- 6.5" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|643.6||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|25.92||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|235,735||in4
|-
|align="right"|Depth=
|align="center"|54||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || ||[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]||[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#6||A1 Bars 2-#6
|-
!Group
|1||14||4||10||23.52||22.92||23.08||251,047||248,880
|-
!I
|2||16||4||12||23.25||22.92||23.08||252,425||250,070
|-
| ||3||18||6||12||23.25||21.92||22.08||253,525||251,022
|-
| ||4||20||6||14||23.06||21.92||22.08||254,886||252,199
|-
| ||5||22||6||16||22.92||21.92||22.08||256,238||253,370
|-
| ||6||24||8||16||22.92||20.92||21.08||257,053||254,081
|-
| ||7||26||8||18||22.59||20.92||21.08||258,130||255,017
|-
| ||8||28||8||20||22.32||20.92||21.08||259,191||255,940
|-
| ||9||30||10||20||22.32||19.92||20.08||259,751||256,433
|-
| ||10||32||10||22||22.10||19.92||20.08||260,803||257,350
|-
| ||11||34||10||24||21.75||19.92||20.08||261,604||258,052
|-
| ||12||36||10||26||21.46||19.92||20.08||262,412||258,760
|-
| ||13||38||12||26||21.46||18.92||19.08||262,739||259,053
|}

'''Section Properties''' 
'''Beam Type 6 -- 7.5" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|697.6||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|26.00||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|248,915||in4
|-
|align="right"|Depth=
|align="center"|54||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || ||[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]||[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#6||A1 Bars 2-#6
|-
!Group
|1||14||4||10||23.60||23.00||23.00||264,293||262,115
|-
!I
|2||16||4||12||23.33||23.00||23.00||265,686||263,318
|-
| ||3||18||6||12||23.33||22.00||22.00||266,801||264,281
|-
| ||4||20||6||14||23.14||22.00||22.00||268,178||265,473
|-
| ||5||22||6||16||23.00||22.00||22.00||269,548||266,658
|-
| ||6||24||8||16||23.00||21.00||21.00||270,378||267,381
|-
| ||7||26||8||18||22.67||21.00||21.00||271,472||268,330
|-
| ||8||28||8||20||22.40||21.00||21.00||272,551||269,269
|-
| ||9||30||10||20||22.40||20.00||20.00||273,125||269,772
|-
| ||10||32||10||22||22.18||20.00||20.00||274,195||270,705
|-
| ||11||34||10||24||21.83||20.00||20.00||275,014||271,420
|-
| ||12||36||10||26||21.54||20.00||20.00||275,839||272,143
|-
| ||13||38||12||26||21.54||19.00||19.00||276,180||272,447
|}

'''Section Properties''' 
'''Beam Type 6 -- 8.5" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|751.6||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|26.07||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|262,087||in4
|-
|align="right"|Depth=
|align="center"|54||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || ||[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]||[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#6||A1 Bars 2-#6
|-
!Group
|1||14||4||10||23.67||23.07||22.93||277,522||275,336
|-
!I
|2||16||4||12||23.40||23.07||22.93||278,930||276,549
|-
| ||3||18||6||12||23.40||22.07||21.93||280,057||277,523
|-
| ||4||20||6||14||23.21||22.07||21.93||281,449||278,727
|-
| ||5||22||6||16||23.07||22.07||21.93||282,834||279,925
|-
| ||6||24||8||16||23.07||21.07||20.93||283,678||280,658
|-
| ||7||26||8||18||22.74||21.07||20.93||284,786||281,620
|-
| ||8||28||8||20||22.47||21.07||20.93||285,881||282,571
|-
| ||9||30||10||20||22.47||20.07||19.93||286,468||283,085
|-
| ||10||32||10||22||22.25||20.07||19.93||287,554||284,030
|-
| ||11||34||10||24||21.90||20.07||19.93||288,388||284,758
|-
| ||12||36||10||26||21.61||20.07||19.93||289,228||285,493
|-
| ||13||38||12||26||21.61||19.07||18.93||289,581||285,807
|}

'''Section Properties''' 
'''Beam Type 7 -- 6" Web''' 
'''Bulb-Tee Girder'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|787.4||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|37.58||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|571,047||in4
|-
|align="right"|Depth=
|align="center"|72.5||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || ||[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]||[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
!valign="top|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 4-#6||A1 Bars 4-#6
|-
!Group
|1||14||4||10||35.58||34.58||29.92||609,994||604,448
|-
!I
|2||16||4||12||35.25||34.58||29.92||613,316||607,307
|-
| ||3||18||6||12||35.25||33.58||28.92||616,196||609,790
|-
| ||4||20||6||14||35.01||33.58||28.92||619,469||612,612
|-
| ||5||22||6||16||34.83||33.58||28.92||622,719||615,417
|-
| ||6||24||8||16||34.83||32.58||27.92||625,140||617,512
|-
| ||7||26||8||18||34.69||32.58||27.92||628,347||620,286
|-
| ||8||28||8||20||34.58||32.58||27.92||631,536||623,046
|-
| ||9||30||10||20||34.58||31.58||26.92||633,518||624,769
|-
| ||10||32||10||22||34.31||31.58||26.92||636,280||627,166
|-
| ||11||34||10||24||34.08||31.58||26.92||639,012||629,539
|-
| ||12||36||10||26||33.89||31.58||26.92||641,737||631,909
|-
| ||13||38||10||28||33.58||31.58||26.92||644,052||633,926
|-
| ||14||40||12||28||33.58||30.58||25.92||645,607||635,289
|}

===751.22.3.6 Girder Reinforcement===

<center>'''Bar Reinforcing Steel Details for MoDOT Standard Girders'''</center>
{|border="1" cellpadding="3" cellspacing="0" style="text-align:center" align="center"

| 
|colspan="13"|TABLE OF DIMENSIONS
|-
| 
|colspan="3"|GIRDER TYPE 2
|colspan="3"|GIRDER TYPE 3
|colspan="3"|GIRDER TYPE 4
|colspan="3"|GIRDER TYPE 6
|GIRDER TYPE 7
|-
|WEB||6"||7"||8"||6"||7"||8"||6"||7"||8"||6½"||7½"||8½"||6"
|-
|"A"||5½"||5½"||5½"||5½"||5½"||5½"||5½"||5½"||5½"||8¾"||8¾"||8¾"||10"
|-
|"B"||4"||4"||4"||4"||4"||4"||4"||4"||4"||4"||4"||4"||4"
|-
|"C"||6"||6"||6"||6"||6"||6"||6"||6"||6"||7"||7"||7"||4½"
|-
|"D"||3¼"||3¼"||3¼"||5⅛"||5⅛"||5⅛"||6¼"||6¼"||6¼"||4⅛"||4⅛"||4⅛"||4⅛"
|-
|"E"||13"||14"||15"||13"||14"||15"||13"||14"||15"||18"||19"||20"||20"
|-
|"F"||2"||2"||2"||2"||2"||2"||2"||2"||2"||3"||3"||3"||7¾"
|-
|"G"||11"||12"||13"||11"||12"||13"||11"||12"||13"||22"||23"||24"||2'-10"
|-
|"H"||2'-6"||2'-6"||2'-6"||3'-1"||3'-1"||3'-1"||3'-7"||3'-7"||3'-7"||4'-4"||4'-4"||4'-4"||5'-10½"
|-
|"I"
|3'-0½"||3'-0½"||3'-0½"||3'-7½"||3'-7½"||3'-7½"||4'-1½"||4'-1½"||4'-1½"||4'-10½"||4'-10½"||4'-10½"||6'-5"
|}

<center>Note: Dimensions shown above are out to out.</center>

{|border="1" cellpadding="1" cellspacing="0" style="text-align:center" align="center"

| 
|colspan="13"|TOTAL BAR LENGTH
|-
| 
|colspan="3"|GIRDER TYPE 2
|colspan="3"|GIRDER TYPE 3
|colspan="3"|GIRDER TYPE 4
|colspan="3"|GIRDER TYPE 6
|GIRDER TYPE 7
|-
|width="32pt"|WEB||width="45pt"|6"||width="45pt"|7"||width="45pt"|8"||width="45pt"|6"||width="45pt"|7"||width="45pt"|8"||width="50pt"|6"||width="50pt"|7"||width="50pt"|8"||width="50pt"|6½"||width="50pt"|7½"||width="50pt"|8½"||width="100pt"|6"
|-
|B1||4'-1"||4'-1"||4'-1"||4'-8"||4'-8"||4'-8"||5'-2"||5'-2"||5'-2"||5'-11"||5'-11"||5'-11"||7'-8"
|-
|B2||3'-6"||3'-6"||3'-6"||4'-1"||4'-1"||4'-1"||4'-7"||4'-7"||4'-7"||5'-4"||5'-4"||5'-4"||7'-0"
|-
|C1||13"||14"||15"||13"||14"||15"||13"||14"||15"||2'-2"||2'-3"||2'-4"||3'-5"
|-
|D1||2'-4"||2'-5"||2'-6"||2'-5"||2'-6"||2'-7"||2'-7"||2'-8"||2'-9"||3'-0"||3'-1"||3'-2"||3'-1"
|}

Note: For girders that have stepped flanges, create new B1 and C1 bars and adjust bar lengths for step heights.

{|border="0" cellpadding="1" cellspacing="0" style="text-align:center" align="center"

|[[Image:751.22.3.6 C1.jpg|200px]]
|rowspan="2"|[[Image:751.22.3.6 B1 and B2.jpg|325px]]
|[[Image:751.22.3.6 C1 Type 7.jpg|225px]]
|-
|valign="top"|C1 BAR
(Girders Type 2-6)
|valign="top"|C1 BAR
(Girder Type 7)
|-
| 
|B1 and B2 Bar
|rowspan="3"|[[Image:751.22_Section_Thru_Girder_Type_7.gif]]
|-
|rowspan="2"|[[Image:751.22_Section_Thru_Girder_2-6.gif]]
|valign="bottom"|[[Image:751.22.3.6 D1.jpg|175px]]
|-
|D1 BAR 
|-
|SECTION THRU GIRDER
(Typical for MoDOT standard girder Type 2-6)
| 
|SECTION THRU GIRDER
(MoDOT standard girder Type 7)
|}

'''Welded Wire Reinforcing Steel Details for NU Standard Girders'''

(See Bridge Standard Drawings for details.)

'''Alternate Bar Reinforcing Steel Details for NU Standard Girders'''

Alternate bar reinforcing steel details shall be provided for all NU girders for all spans.

Details shall be similar to details provided for MoDOT Standard Girders:
: End section reinforcement shall be designed using #6 B2 Bars @ 3 ½” cts.
: C1 bars shall be straight bars without legs.
: All B1 bars shall be epoxy coated.
: B1 bars shall be #4 or #5 bar maximum. (#4 bars are preferred to allow permissible alternate bar shape.)

'''Section Reinforcement Details'''

(Typ. for MoDOT Standard Girder Types 2 thru 6 and NU Standard Girders.)

{|border="0" cellpadding="5" cellspacing="0" align="center"

|colspan="2"|[[Image:751.22_Mild_Steel_Reinforcement.gif]]
|-
|rowspan="2" align="center" width="250pt"|'''MILD STEEL REINFORCEMENT'''
|Guidance: For MoDOT Standard Girder Types 7 or 8, using #6 B1 bars does not provide 1” clearance when center strands are spaced 1” off centerline of girder between hold down devices because of bend radius of #6 bar. Use of #5 bar is preferred. For NU Standard Girders and alternate bar reinforcing steel details, use of #5 bar is preferred similarly.
|-
|Note: B1, B2 and D1 bars shall be placed in pairs. A note on the girder sheet gives the fabricator the option of furnishing the 2-D1 bars as one bar.
|}

{|border="0" cellpadding="5" cellspacing="0" style="text-align:center" align="center"

|[[Image:751.22_B1_Bar_Alternate.gif]]
|-
|'''B1 BAR PERMISSIBLE ALTERNATE SHAPE'''
|-
|Note: Place the above detail on Prestress I-Girder sheets only where #4-B1 reinforcing bars are used.
|}

'''Anchorage Zone Reinforcement'''

The following details meet the criteria for anchorage zone reinforcement for pretensioned girders in [[#751.22.2.4 Shear|EPG 751.22.2.4]] for all MoDOT and NU standard girder shapes.

'''MoDOT Standard Girder End Section Reinforcement'''

[[Image:751.22.3.6 MoDOT Std Girder End Sect Reinf.jpg|675px|center]]

'''NU Standard Girder End Section Reinforcement'''

Typical end section reinforcement shall be all welded wire reinforcement (WWR) or all deformed bars. If additional reinforcement is required with WWR, the following options shall be considered.

[[Image:751.22.3.6 NU Std Girder End Sect Reinf Dec 2010.jpg|700px|center|thumb|
{| style="margin: 1em auto 1em auto"
|-
!align="center" rowspan="2" width=280|Option 1 (Preferred)!!width=120| !!align="center" width=280|Option 2
|-
| ||width=280 align="center"|(Use for heavier reinforcement)
|}
]]

Minimum spacing of reinforcing bars shall be in accordance with LRFD 5.10.3.1.2.

Consideration shall be given to spacing reinforcing bars 1” clear from welded studs on bearing plates (not shown).

'''Bearing Plate Anchor Studs'''

The standard ½" bearing plate will be anchored with four ½" x 4" studs for MoDOT shapes and eight ½” x 5” studs for NU shapes.

If required, increase the number of ½" studs and space between open B2 bars.

The minimum ¼" fillet weld between the ½" bearing plate and 1½" sole plate is adequate for all cases.

'''LFD Seismic Design'''

Studs shall be designed to meet the criteria of 2002 AASHTO 17th Edition Division I-A in Seismic Performance Category C or D.

Stud capacity is determined as follows for:

:Stud Cap. = (n)(As)(0.4Fy)(1.5)

::Where:
:::N = number of studs
:::As = area of stud
:::Fy = yield strength of stud (50 ksi)
:::0.4Fy = Allowable Shear in Pins AASHTO Table 10.32.1A
:::1.5 = seismic overload factor

If required, increase the number of 1/2” studs to six and space between open B2 bars or WWF. If this is still not adequate, 5/8” studs may be used. The following table may be used as a guide for upper limits of dead load reactions:

{|border="1" cellpadding="3" cellspacing="0" style="text-align:center" align="center"
|-
!rowspan="2"|No. of Studs||rowspan="2"| Stud Dia.||colspan="2"|Max Allowable D.L Reaction (kips)
|-
!A = 0.30!! A = 0.36
|-
|4|| 1/2”|| 78 ||65
|-
|6|| 1/2”|| 117 ||98
|-
|4|| 5/8”|| 122|| 102
|-
|6|| 5/8”|| 184|| 153
|-
|8|| 1/2”|| 156|| 130
|-
|10|| 1/2”|| 195|| 163
|-
|8|| 5/8”|| 244|| 204
|-
|10|| 5/8”|| 306|| 255
|}

===751.22.3.7 Bent-up Strands===

'''Bent-up strands for positive moment connection'''

Tables below show the number of bent-up strands for closed and open diaphragms (with a continuous superstructure), respectively. Provide a minimum number of bent-up strands as shown in tables at the bottom of girder ends. These bent-up strands shall be adequate to resist a positive moment over the bents.

<center>[[Image:751.22_Bent_Up_Strands.jpg|750px]]</center>

<math>*</math>     Varies 
<math>**</math>  #5 bars typical at each layer of bent-up strands. 
<math>***</math>  Use 3’-0” projection for NU Girders. 
(1)   #5-strand tie bars normal to girder.

{|border="1" cellpadding="5" style="text-align: center;" align="center"

|rowspan="2"|WEB THICKNESS (INCHES)
|colspan="5"|NUMBER OF BOTTOM STRANDS FOR POSITIVE MOMENT CONNECTION (C)
|-
|BEAM TYPE 2 
|BEAM TYPE 3||BEAM TYPE 4||BEAM TYPE 6||BEAM TYPE 7 (BULB-TEE)
|-
|6||6||6||8||---||12
|-
|6-1/2||---||---||---||10||---
|-
|7(A)||6||8||8||---||---
|-
|7-1/2(B)||---||---||---||12||---
|-
|8(A)||6||8||10||---||---
|-
|8-1/2(B)||---||---||---||12||---
|}
::::::(A) Modified Beam Type 2, 3 or 4.

::::::(B) Modified Beam Type 6.

::::::(C) If available. Otherwise, bend all bottom strands.

{|border="1" cellpadding="5" style="text-align: center;" align="center"

|colspan="5"|NUMBER OF BOTTOM STRANDS FOR POSITIVE MOMENT CONNECTION (C)
|-
|NU 35 || 10
|-
|NU 43 || 10
|-
|NU 53 || 10
|-
|NU 63 || 12
|-
|NU 70 || 12
|}

===751.22.3.8 Camber, Haunching and Girder Steps===

'''Camber'''

Compute theoretical camber of girder at 90 days and show on the plan as a “Theoretical camber of girder after erection (Estimated at 90 days)". Compute theoretical camber of girder at 7 days and show on the plan as a “Theoretical camber of girder after strand release (Estimated at 7 days)". Camber shall be reported to the nearest 1/8 inch.

<div id="Sample detail"></div>

Sample detail:

[[image: 751.22.3.8 camber 2013.jpg|center|850px]]

Show conversion factors for girder camber with camber diagram as per [[751.50 Standard Detailing Notes#(H2c6.1)|EPG 751.50 H2c6.1]].

Note: The example shows Dimension A as greater than Dimension C. When Dimension A is less than Dimension C, modify detail to show this correctly keeping definitions of Dimensions A and C the same. MS Cells are given for each case.

'''Haunching'''

Haunching for a P/S I-girder bridge is the distance between the top of the girder and the bottom of the slab.

Haunching shall be computed at quarter (1/4) points for bridges with spans less than 75 feet, and at tenth (1/10) points for span 75 feet and longer. Haunching shall be reported to the nearest 1/8 inch. A typical theoretical slab haunching diagram as shown below shall be provided on all P/S I-girder bridges.

For full depth cast-in-place decks, a minimum haunch of 1 in. at the centerline of girder and 1/2 in. at the edge of the girder flange shall be provided to allow for construction tolerances and normal concrete variations. For NU and MoDOT Bulb-Tee standard girders, the minimum haunch may need to be increased. See the Structural Project Manager or Structural Liaison Engineer for full depth cast-in-place decks.

For the same reasons the following minimum haunch shall be provided for precast prestressed panel deck slabs:

:1 1/8” for MoDOT standard girders Type 2, 3 and 4

:1 1/4” for MoDOT standard girder Type 6

:1 1/2” for MoDOT standard girders Type 7 and 8 (bulb-tee) and NU standard girders

A minimum of 1 in. shall be made available below the precast prestressed panels to allow for adequate flow of concrete below the panel. This is accomplished by specifying the placement of 1 in. minimum joint filler thickness under all panels.

The following maximum haunch at the centerline of the girder is allowed when prestressed panels are used:

:2 1/2" for MoDOT standard girders Type 2, 3 and 4

:4 1/2” for MoDOT standard girders Type 6, 7 and 8 and NU standard girders

A maximum haunch of 3 1/2 in. is allowed for all girders when only the cast-in-place option is used.

The maximum joint filler thickness to be used for supporting panels shall be 2 inches for MoDOT standard girders Type 2, 3 and 4 or 4 inches for MoDOT standard girders Type 6, 7 and 8 and NU standard girders; the remaining haunch thickness will be addressed by varying the slab thickness.

Sample detail:

[[Image:751.22.3.8 haunch.jpg|center|1025px]]

[[image:751.22.3.8 NU Girder Hairpin.jpg|center|450px|thumb|<center>''' MoDOT Standard Girders Type 6, 7 and 8 and NU Standard Girders '''</center>
<center>1) #4 Hairpin bars at 12 in. centers are required where haunch exceeds 4 inches.</center>]]

'''Girder Steps'''

Steps shall be provided on prestressed girders with precast prestressed panels as shown below to keep the haunch from exceeding 2 in. for MoDOT standard girders Type 2, 3 and 4 or exceeding 4 in. for MoDOT standard girders Type 6, 7 and 8 and NU standard girders. The minimum step height shall be 1/2 in. with 1/2 in. increments with no limit of the number of steps. If the steps accumulate to 1 in. or more, adjust the height of the B1 bars or WWR in 1 in. increments. Length of WWR sections for NU girders should be based on shear and confinement requirements before adjusting height to avoid multiple short length sections.

<center>[[Image:751.22_Girder_Steps.gif]]</center>
{|border="0" cellpadding="5" style="text-align: center;"

|width="575pt"|PART ELEVATION OF GIRDER
|width="125pt"|SECTION A-A
|}

<center>'''Girder Top Flange Step Example'''</center>

'''Top of Girder'''

Tops of girders, for bridges with a superelevation of more than 2 percent, shall be sloped across the top flange to match the superelevation as shown below. The minimum thickness of the top flange shall be the standard flange thickness and the overall height at the minimum point shall be the standard girder height.

NU and MoDOT Bulb-Tee standard girders with top flanges exceeding a 4 percent cross-slope may experience sweep after form removal because of the unsymmetrical section and a resulting imbalanced prestressed load. It is recommended that the flange thickness be increased to only half of that required (but less than or equal to 4 percent cross-slope) and the height difference mitigated using thicker joint filler on the high side. If thicker joint filler cannot be fully used to compensate for the height difference, the extra load of a thicker slab must be accounted for in the design of the girders.

<center>[[Image:751.22_Superelevation_Slope.gif]]</center>

<center>'''Top Flange Slope with Superelevation'''</center>

===751.22.3.9 Open Intermediate Bent Diaphragms===

'''(Expansion Intermediate Bent with Continuous Slab) '''

'''Dimensions:'''

<center>[[Image:751.22.3.9 Open Int Dimensions Part Elev.jpg|800px]]</center>

{|border="0" cellpadding="5" style="text-align:center"

|width="70"| ||width="300"|'''PART ELEVATION FOR BULB-TEE GIRDERS'''
|width="425"|'''PART ELEVATION'''
|}

<center>[[Image:751.22.3.9 Open Int Dimensions Part Plan.jpg|800px]]</center>

<center>'''PART PLAN'''</center>

{|border="0" cellpadding="5" style="text-align:center"

|[[Image:751.22.3.9 Open Int Dimensions Part Sec AA.jpg|300px]]   '''PART SECTION A-A'''
|align="left" width="200"|'''*''' A sloped diaphragm allows clearance for the future placement of jacks needed to replace bearings.

'''**''' For Bulb-Tee Girder, spacings less than 8'-8" dimensions A, B & C may have to be modified.

'''***''' Make sure the diaphragm is wide enough to provide enough cover for the Coil Tie Rods.

'''****''' Not given on plans.
|
{|border="1" cellpadding="5" style="text-align:center"

|rowspan="2"|GIRDER TYPE
|colspan="3"|DIMENSIONS
|-
|A 
|B
|C
|-
|TYPE 2 2'-8"
|12"||15"||13"
|-
|TYPE 3 3'-3"
|17"||15"||19"
|-
|TYPE 4 3'-9"
|19"||18"||21"
|-
|TYPE 6 4'-6"
|2'-3"||21"||2'-1"
|-
|BULB-TEE 6'-0½ *
|3'-0"||2'-6½"||2'-9"
|-
|NU 35|| ****|| 18”|| 14”
|-
|NU 43|| ****|| 18”|| 19”
|-
|NU 53|| ****|| 20”|| 22”
|-
|NU 63|| ****|| 2’-0”|| 2’-0”
|-
|NU 70|| ****|| 2’-4”|| 2’-7”
|}
|}

'''(Expansion Intermediate Bent with Continuous Slab) '''

'''Coil Tie Rod:'''

<center>[[Image:751.22.3.9 Coil Tie Rod Part Elev.jpg|800px]]</center>

<center>'''PART ELEVATION'''</center>

<center>'''*''' 6" (Min.) shall be used for all I-Girders including Bulb-Tee and NU Girders.</center>

<center>[[Image:751.22_Open_Int_Bent_Diaphragms_Coil_Tie_Rod_Part_Section_AA_Details.gif]]</center>

{|border="0" cellpadding="5" style="text-align:center" align="center"

|width="250pt"|'''PART SECTION A-A'''||width="400"|'''DETAILS OF COIL TIE RODS IN BULB-TEE GIRDERS'''
|}

[[image:751.22.3.9 Coil Tie NU.jpg|center|800px]]

'''(Expansion Intermediate Bent with Continuous Slab) '''

'''Reinforcement:'''

<center>[[Image:751.22_Open_Int_Bent_Diaphragms_Reinf_Part_Elevations.gif]]</center>

{|border="0" cellpadding="5" style="text-align:center"

|width="90"| ||width="350"|'''PART ELEVATION FOR BULB-TEE GIRDERS'''
|width="400"|'''PART ELEVATION'''
|}

<center>[[Image:751.22_Open_Int_Bent_Diaphragms_Reinf_Part_Plan.gif]]</center>

<center>'''PART PLAN'''</center>

{|border="0" cellpadding="5" style="text-align:center"

|align="left" valign="top"|(1) For Bulb-Tee Girders, the first #6 Bar shall be placed 10" from the centerline of Web (Top Flange will prevent some Bars from extending into the Slab).
|rowspan="3"|[[Image:751.22_Open_Int_Bent_Diaphragms_Reinf_Part_Section.gif]]
|-
| 
|-
| 
|-
|align="left" valign="bottom"|(*) See Section "A" for the placement of reinforcement. 
(**) Use the same clearance as longitudinal slab steel. 
(***) #5 Bars for each layer of bent up strands.
|'''PART SECTION A-A'''
|}

===751.22.3.10 Closed Intermediate Bent Diaphragms===

'''(Fixed Intermediate Bents with Continuous Slab) Dimensions:'''

<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Dim_Part_Elevations.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="250"|'''PART ELEVATION FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION'''
|}

<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Dim_Part_Plan.gif]]</center>

<center>'''PART PLAN'''</center>

<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Dim_Part_Plan_Showing_Jt_Filler.gif]]</center>

<center>'''PART PLAN''' (Showing Joint Filler)</center>

{|border="0" cellpadding="5" align="center"

|style="text-align:center" valign="top"|[[Image:751.22_Closed_Int_Bent_Diaphragms_Detail_of_Key.gif]]
|(*) Make flush with Bent Caps less than 3'-0" wide. For Bent Caps 3'-0" and over, make Diaphragms 2'-6" wide unless skew requires wider Diaphragm to accommodate Coil Ties.   (**) For tapered bearings or for bearings with different thickness use the following note: "Fill area under girders with Joint Filler."
|}

'''(Expansion Intermediate Bents with Continuous Slab) Dimensions:'''

<center>[[Image:751.22_Closed_Int_Bent_Expansion_Diaphragms_Dim_Part_Elevations.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="250"|'''PART ELEVATION FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION'''
|}

[[image:751.22.3.10 part elev for NU girders, expansion.jpg|center|450px|thumb|<center>'''PART ELEVATION FOR NU GIRDERS'''</center>]]

<center>[[Image:751.22_Closed_Int_Bent_Expansion_Diaphragms_Dim_Part_Plan.gif]]</center>

<center>'''PART PLAN'''</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="400"|[[Image:751.22_Closed_Int_Bent_Expansion_Diaphragms_Dim_Part_Longitudinal_Elevation.gif]]
|style="text-align:left"|(*) Make flush with Bent Caps less than 3'-0" wide. For Bent Caps 3'-0" and over, make Diaphragm 2'-6" wide unless skew requires wider Diaphragm to accommodate Coil Ties.

(**) Use Shear Blocks when Bent Cap steps down in one direction or when there are less than two steps in each direction with maximum step height less than 1 1/2" each.

Shear Blocks shall be detailed parallel to the centerline of roadway and shall be designed to resist 0.20 times the tributary weight where tributary weight is defined as the total bent dead load reaction. See this section for shear block design method.
|-
|'''PART LONGITUDINAL ELEVATION'''
| 
|}

'''(Fixed and Expansion Intermediate Bents with Continuous Slab) Reinforcement (Square Structure):'''

<center>[[Image:751.22_Closed_Int_Bent_Fixed_and_Expansion_Diaphragms_Reinf_Square_Structures_Part_Elevations.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="250"|'''PART ELEVATION FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION'''
|}

[[image:751.22.3.10 part elev for NU girders, fixed and expansion.jpg|center|775px|thumb|<center>'''PART ELEVATION FOR NU GIRDERS'''</center>]]

{|border="0" cellpadding="5" align="center" style="text-align:center"

|align="left"|(1) For Bulb-Tee Girders, the #6 Bar shall be a min. of 15" from centerline of Girder and will not extend past the bottom of the top flange.

(2)For Bulb-Tee Girders, use 3-#4 Bars in each Diaphragm face.

 
 

(*) #5 Bars for each layer of bent up strands.

(**) Use the same clearance as the longitudinal slab steel.

(***) By design, Min. #6 Dowel bars @ 12" cts. (Typ.) (Fixed bent only).
|width="550"|[[Image:751.22_Closed_Int_Bent_Fixed_and_Expansion_Diaphragms_Reinf_Square_Structures_Part_Plan.gif]]
|}

{|border="0" cellpadding="5" align="center" style="text-align:center"

|[[Image:751.22_Closed_Int_Bent_Fixed_and_Expansion_Diaphragms_Reinf_Square_Structures_Part_Elevation_AA.gif]]
|[[Image:751.22_Closed_Int_Bent_Fixed_and_Expansion_Diaphragms_Reinf_Square_Structures_Section_Thru_Diaphragm.gif]]
|-
|'''PART ELEVATION A-A'''
|'''SECTION THRU DIAPHRAGM'''
|}

'''(Fixed and Expansion Intermediate Bents with Continuous Slab) Reinforcement (Skewed Structure):'''

<center>[[Image:751.22_Closed_Int_Bent_Fixed_and_Expansion_Diaphragms_Reinf_Skewed_Structures_Part_Elevations.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="250"|'''PART ELEVATION FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION'''
|}

{|border="0" cellpadding="5" align="center" style="text-align:center"

|align="left"|(1) For Bulb-Tee Girders, the #6 Bar shall be a min. of 15" from centerline of Girder and will not extend past the bottom of the top flange.

(2)For Bulb-Tee Girders, use 3-#4 Bars in each Diaphragm face.

 
 

(*) #5 Bars for each layer of bent up strands.

(**) Omit leg on outside of exterior girder.

(***) By design, Min. #6 Dowel bars @ 12" cts. (Typ.) (Fixed bent only).
|width="550"|[[Image:751.22_Closed_Int_Bent_Fixed_and_Expansion_Diaphragms_Reinf_Skewed_Structures_Part_Plan.gif]]
|}

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="350"|[[Image:751.22_Closed_Int_Bent_Fixed_and_Expansion_Diaphragms_Reinf_Skewed_Structures_Thru_25_Deg.gif]]
|width="350"|[[Image:751.22_Closed_Int_Bent_Fixed_and_Expansion_Diaphragms_Reinf_Skewed_Structures_Over_25_Deg.gif]]
|-
|'''SKEWS THRU 25 DEG.'''
|'''SKEWS OVER 25 DEG.'''
|}

'''(Change in Girder Height at Fixed Bents) General:'''

Change girder heights within a continuous girder series only when specified on Design Layout or by Structural Project Manager.

Girder heights can only be changed at fixed bents for continuous series.

See [http://epg.modot.org/index.php?title=751.11_Bearings#751.11.3.6_Girder.2FBeam_Chairs EPG 751.11.3.6 Girder/Beam Chairs] for additional girder chair details.

'''(Change in Girder Height at Fixed Bents) Reinforcement:'''

<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Reinf_Change_in_Height_at_Fixed_Bents.gif]]</center>

<center>'''PART ELEVATION'''</center>
 
 
<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Reinf_Change_in_Height_at_Fixed_Bents_Part_Plan.gif]]</center>

<center>'''PART PLAN'''</center>

{|border="0" cellpadding="5" align="center"

|(*) By design, min. #6 dowel bars @ 12" cts. (Typ.)

(1) At each layer of bent strands.

(2) For bulb-tee girders, use 3-#4 bars in each diaphragm face.

(3) 3" min. when using beam step.

(4) By design, min. #6 @ 12" cts. dowel bars (Typ.)
|}

<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Reinf_Change_in_Height_at_Fixed_Bents_Part_Section_AA_Thru_Diaphragm.gif]]</center>

<center>'''PART SECTION A-A THRU DIAPHRAGM'''</center>

{|border="0" cellpadding="5" align="center"

|Note: Girder heights can change a maximum of one girder type.

(1) For bulb-tee girders, use 3-#4 bars in each diaphragm face.
|}

'''(Change in Girder Height at Fixed Bents) Edge Distance Details:'''

<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Edge_Distance_Change_in_Height_at_Fixed_Bents_Part_Plan_Skewed.gif]]</center>

<center>'''PART PLAN SKEWED STRUCTURES'''</center>

{|border="0" cellpadding="5" align="center"

|valign="top"|NOTE:||Field bending may be required for #4 and #6 H Bars in skewed structures near short exterior girder.
|}

<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Edge_Distance_Change_in_Height_at_Fixed_Bents_Part_Plan_Square.gif]]</center>

<center>'''PART PLAN SQUARED STRUCTURES'''</center>

(1) When beam width is controlled by girder chair clearance, make diaphragm flush with beam cap.

'''3/4" Chamfer and 1/2" Joint Filler'''

<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Chamfer_&_Joint_Filler_Section.gif]]</center>

<center>'''SECTION THRU INTERMEDIATE DIAPHRAGMS'''</center>

<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Chamfer_&_Joint_Filler_Detail.gif]]</center>

<center>'''DETAIL "A"'''</center>

===751.22.3.11 Non-integral End Bent Diaphragms===

'''(End Diaphragm with no Expansion Devices) Dimensions:'''

<center>[[Image:751.22.3.11 Non_Int Dimensions Part Elev.jpg|800px]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="175"|'''PART ELEVATION FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION NEAR END BENT'''
|}

<center>[[Image:751.22.3.11 Non Int Dimensions Part Plan.jpg|800px]]</center>

<center>'''PART PLAN NEAR END BENT'''</center>

{|border="0" cellpadding="5" style="text-align:center"

|[[Image:751.22.3.11 Non Int Dimensions Part Sec AA.jpg|400px]]   '''PART SECTION A-A'''
|align="left" width="200"|'''*''' A sloped diaphragm allows clearance for the future placement of jacks needed to replace bearings.   
'''**''' For Bulb-Tee Girder, spacings less than 8'-8" dimensions A, B & C may have to be modified.   '''***''' Make sure the diaphragm is wide enough to provide cover for the coil tie rods.   '''****''' Not given on plans.

|
{|border="1" cellpadding="5" style="text-align:center"

|rowspan="2"|GIRDER TYPE
|colspan="3"|DIMENSIONS
|-
|A 
|B
|C
|-
|TYPE 2 2'-8"
|12"||15"||13"
|-
|TYPE 3 3'-3"
|17"||15"||19"
|-
|TYPE 4 3'-9"
|19"||18"||21"
|-
|TYPE 6 4'-6"
|2'-3"||21"||2'-1"
|-
|BULB-TEE 6'-0½ *
|3'-0"||2'-6½"||2'-9"
|-
|NU 35 || **** ||18”|| 14”
|-
|NU 43 ||**** ||18”|| 19”
|-
|NU 53 ||**** ||20”|| 22”
|-
|NU 63 ||**** ||2’-0”|| 2’-0”
|-
|NU 70 ||**** ||2’-4” ||2’-7”
|}
|}

'''(End Diaphragm with no Expansion Devices) Coil Tie Rods:'''

<center>[[Image:751.22.3.11 Coil Tie Rod Part Elev.jpg|800px]]</center>

<center>'''PART ELEVATION NEAR END BENT'''</center>

{|border="0" cellpadding="5" align="center"

|NOTE:||For location of the Coil Tie Rods in a plan view, see [[#plan of ciol tie rods|Coil Ties]].
|-
| ||'''*''' 6" (Min.) shall be used for all I-Girders including Bulb-Tee and NU Girders.
|}

{|border="0" cellpadding="5" align="center" style="text-align:center"

|[[Image:751.22_Non_Integral_End_Bent_Diaphragms_No_Exp_Device_Coil_Tie_Rods_Part_Section.gif]]
|valign="bottom" colspan="2"|[[Image:751.22_Non_Integral_End_Bent_Diaphragms_No_Exp_Device_Coil_Tie_Rods_Details.gif]]
|-
| ||'''EXTERIOR GIRDERS'''||'''INTERIOR GIRDERS'''
|-
|'''PART SECTION A-A'''||colspan="2"|'''DETAILS OF COIL TIE RODS IN BULB-TEE GIRDERS'''
|}

[[image:751.22.3.9 Coil Tie NU.jpg|center|800px]]

'''(End Diaphragm with no Expansion Devices) Reinforcement:'''

<center>[[Image:751.22_Non_Integral_End_Bent_Diaphragms_No_Exp_Device_Reinforcement_Part_Elevation.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="175"|'''PART ELEVATION NEAR END BENT FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION NEAR END BENT'''
|}

<center>[[Image:751.22_Non_Integral_End_Bent_Diaphragms_No_Exp_Device_Reinforcement_Part_Plan.gif]]</center>

<center>'''PART PLAN NEAR END BENT'''</center>

{|border="0" cellpadding="5"

| ||(1) For Bulb-Tee Girders, the first #6 Bar shall be placed 10" from the centerline of Web (Top Flange will prevent some Bars from extending into the Slab).
|-
|rowspan="3"|[[Image:751.22_Non_Integral_End_Bent_Diaphragms_No_Exp_Device_Reinforcement_Part_Section.gif]]
| 
|-
|NOTE: Bars across end of girders to be continuous.
|-
|(*) Use the same clearance as longitudinal slab steel. (**) Show this dimension Bridge Plan Sheets.
|}

:::::'''PART SECTION A-A'''

'''(End Diaphragm with Expansion Devices) Dimensions:'''

<center>[[Image:751.22.3.11 Non Int Dimensions Part Elev.jpg|800px]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="175"|'''PART ELEVATION FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION NEAR END BENT'''
|}

<center>[[Image:751.22.3.11 Non Int with Expansion Part Plan.jpg|800px]]</center>

<center>'''PART PLAN NEAR END BENT'''</center>

{|border="0" cellpadding="3" style="text-align:center"

|rowspan="3"|[[Image:751.22.3.11 Non Int with Expansion Part Sec AA.jpg|400px]]   '''PART SECTION A-A'''
|align="left" width="140"|'''*''' For Bulb-Tee Girder, spacings less than 8'-8" dimensions A, B & C may have to be modified.
|rowspan="3"|
{|border="1" cellpadding="4" style="text-align:center"

|rowspan="2"|GIRDER TYPE
|colspan="3"|DIMENSIONS
|-
|A 
|B
|C
|-
|TYPE 2 2'-8"
|12"||15"||13"
|-
|TYPE 3 3'-3"
|17"||15"||19"
|-
|TYPE 4 3'-9"
|19"||18"||21"
|-
|TYPE 6 4'-6"
|2'-3"||21"||2'-1"
|-
|BULB-TEE 6'-0½ *
|3'-0"||2'-6½"||2'-9"
|-
|NU 35 ||**** ||18” ||14”
|-
|NU 43 ||**** ||18” ||19”
|-
|NU 53 ||**** ||20” ||22”
|-
|NU 63 ||**** ||2’-0” ||2’-0”
|-
|NU 70 ||**** ||2’-4” ||2’-7”
|}
|-
|align="left"|'''**''' A sloped diaphragm allows clearance for the future placement of jacks needed to replace bearings.
|-
|align="left"| '''***''' Make sure the diaphragm is wide enough to provide cover for the coil tie rods.
|-
|align="left"| '''***''' Not given on plans.
|}

'''(End Diaphragm with Expansion Devices) Coil Tie Rods:'''

<center>[[Image:751.22.3.11 Coil Tie Rod Part Elev.jpg|800px]]</center>

<center>'''PART ELEVATION NEAR END BENT'''</center>

{|border="0" cellpadding="5" align="center"

|NOTE:||For location of the Coil Tie Rods in a plan view, see [[#plan of ciol tie rods|Coil Ties]].
|-
| ||'''*''' 6" (Min.) shall be used for all I-Girders including Bulb-Tee and NU Girders.
|}

{|border="0" cellpadding="5" align="center" style="text-align:center"

|[[Image:751.22_Non_Integral_End_Bent_Diaphragms_with_Exp_Device_Coil_Tie_Rods_Part_Section_AA.gif]]
|valign="bottom" colspan="2"|[[Image:751.22_Non_Integral_End_Bent_Diaphragms_with_Exp_Device_Coil_Tie_Rods_Details.gif]]
|-
| ||'''EXTERIOR GIRDERS'''||'''INTERIOR GIRDERS'''
|-
|'''PART SECTION A-A'''||colspan="2"|'''DETAILS OF COIL TIE RODS IN BULB-TEE GIRDERS'''
|}

[[image:751.22.3.9 Coil Tie NU.jpg|center|800px]]

'''(End Diaphragm with Expansion Devices) Reinforcement:'''

<center>[[Image:751.22_Non_Integral_End_Bent_Diaphragms_with_Exp_Device_Reinforcement_Part_Elevation.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="175"|'''PART ELEVATION NEAR END BENT FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION NEAR END BENT'''
|}

<center>[[Image:751.22_Non_Integral_End_Bent_Diaphragms_with_Exp_Device_Reinforcement_Part_Plan.gif]]</center>

<center>'''PART PLAN NEAR END BENT'''</center>

{|border="0" cellpadding="5"

| ||(1) For Bulb-Tee Girders, the first #6 Bar shall be placed 10" from the centerline of Web (Top Flange will prevent some Bars from extending into the Slab).
|-
|rowspan="3"|[[Image:751.22_Non_Integral_End_Bent_Diaphragms_with_Exp_Device_Reinforcement_Part_Section.gif]]
| 
|-
|NOTE: Epoxy Coat all Reinforcing Steel in the End of Diaphragms.

NOTE: Bars across end of girders to be continuous.
|-
|(*) Use the same clearance as longitudinal slab steel. (**) Show this dimension Bridge Plan Sheets.
|}

:::::'''PART SECTION A-A'''

===751.22.3.12 Non-integral Intermediate Bent Diaphragms===

'''(End Diaphragms with Expansion Device) Dimensions:'''

::::::::::::::::NOTE: Slope at top of Beam Cap and Protective Coating to be used on Structures with Expansion Devices.

<center>[[Image:751.22.3.12 Dimensions Part Elev.jpg|800px]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="175"|'''PART ELEVATION FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION NEAR INT. BENT'''
|}

<center>[[Image:751.22.3.12 Dimensions Part Plan.jpg|800px]]</center>

<center>'''PART PLAN NEAR INT. BENT'''</center>

{|border="0" cellpadding="3" style="text-align:center"

|rowspan="3"|[[Image:751.3.12 Dimensions Part Sec AA.jpg|400px]]   '''PART SECTION A-A'''
|align="left" width="140"|'''*''' A sloped diaphragm allows clearance for the future placement of jacks needed to replace bearings.
|rowspan="3"|
{|border="1" cellpadding="5" style="text-align:center"

|rowspan="2"|GIRDER TYPE
|colspan="3"|DIMENSIONS
|-
|A 
|B
|C
|-
|TYPE 2 2'-8"
|12"||15"||13"
|-
|TYPE 3 3'-3"
|17"||15"||19"
|-
|TYPE 4 3'-9"
|19"||18"||21"
|-
|TYPE 6 4'-6"
|2'-3"||21"||2'-1"
|-
|BULB-TEE 6'-0½ *
|3'-0"||2'-6½"||2'-9"
|-
|NU 35 ||**** ||18” ||14”
|-
|NU 43 ||**** ||18” ||19”
|-
|NU 53 ||**** ||20” ||22”
|-
|NU 63 ||**** ||2’-0” ||2’-0”
|-
|NU 70 ||**** ||2’-4” ||2’-7”
|}
|-
|align="left" width="140"|'''**''' For Bulb-Tee Girder, spacings less than 8'-8" dimensions A, B & C may have to be modified.
|-
|align="left" width="140"|'''***''' Make sure the diaphragm is wide enough to provide enough cover for the Coil Tie Rods.
|-
|align="left" width="140"|'''****''' Not given on plans.
|}

'''(End Diaphragms with Expansion Device) Coil Tie Rods:'''

<center>[[Image:751.22.3.11 Coil Tie Rod Part Elev.jpg|800px]]</center>

<center>'''PART ELEVATION NEAR INT. BENT'''</center>

{|border="0" cellpadding="5" align="center"

|NOTE:||For location of the Coil Tie Rods in a plan view, see [[#plan of ciol tie rods|Coil Ties]].
|-
| ||'''*''' 6" (Min.) shall be used for all I-Girders including Bulb-Tee and NU Girders.
|}

{|border="0" cellpadding="5" align="center" style="text-align:center"

|[[Image:751.22 Non Integral Intermediate Bent Diaphragm with Exp Device Coil Tie Rod Part Section.gif]]
|valign="bottom" colspan="2"|[[Image:751.22_Non_Integral_Intermediate_Bent_Diaphragm_with_Exp_Device_Coil_Tie_Rod_Details.gif]]
|-
| ||'''EXTERIOR GIRDERS'''||'''INTERIOR GIRDERS'''
|-
|'''PART SECTION A-A'''||colspan="2"|'''DETAILS OF COIL TIE RODS IN BULB-TEE GIRDERS'''
|}

[[image:751.22.3.9 Coil Tie NU.jpg|center|800px]]

'''(End Diaphragms with Expansion Device) Reinforcement:'''

<center>[[Image:751.22_Non_Integral_Intermediate_Bent_Diaphragm_with_Exp_Device_Reinf_Elevations.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="175"|'''PART ELEVATION NEAR INT. BENT FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION NEAR INT. BENT'''
|}

:::Note: Slope at top of beam cap and protective coating to be used on structures with expansion devices.

:::(1) For Bulb-Tee Girders, the first #6 Bar shall be placed 10" from the centerline of Web (Top Flange will prevent some Bars from extending into the Slab).

<center>[[Image:751.22_Non_Integral_Intermediate_Bent_Diaphragm_with_Exp_Device_Reinf_Part_Plan.gif]]</center>

<center>'''PART PLAN NEAR INT. BENT'''</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|[[Image:751.22_Non_Integral_Intermediate_Bent_Diaphragm_with_Exp_Device_Reinf_Part_Section.gif]]
|[[Image:751.22_Non_Integral_Intermediate_Bent_Diaphragm_with_Exp_Device_Reinf_Detail.gif]]
|-
|'''PART SECTION A-A'''
|'''DETAIL "A"'''
|}

{|border="0" cellpadding="5" align="center"

|(*) See Detail "A" for the placement of reinforcement.

(**) Use the same clearance as longitudinal slab steel.

NOTE: Epoxy coat all reinforcing steel in the end diaphragms.
|}

'''(End Diaphragm with Finger Plate Expansion Device) Diaphragm Reinforcements:'''

'''CLOSED DIAPHRAGM:'''
:(NOTE: Use only when expansion device connects prestress girder series and steel girder series.)

<center>[[Image:751.22_Non_Integral_Intermediate_Bent_Diaphragm_with_Finger_Plate_Exp_Device_Reinf_Closed_Diaphragm.gif]]</center>

{|border="0" cellpadding="5" align="center"

|width="300"|NOTE: See preceding sheets for bar spacing and detail not shown.

A protective coating shall be applied to concrete surface exposed to drainage from roadway. Indicate surface to be coated on plans. Epoxy coat all reinforcing steel in the end diaphragms.
|width="50"| 
|valign="top"|(2) For Bulb-Tee Girders use 3-#4 Bars in each face.
|}

'''OPEN DIAPHRAGM'''

<center>[[Image:751.22_Non_Integral_Intermediate_Bent_Diaphragm_with_Finger_Plate_Exp_Device_Reinf_Open_Diaphragm.gif]]</center>

{|border="0" cellpadding="5" align="center"

|(*)||Use only on Type 6 Girder
|-
|valign="top"|(**)||12" for #4 Bars 14" for #6 Bars (Shown on Plans)
|width="300"| 

|}

(1) Use the same clearance as longitudinal slab steel.

===751.22.3.13 Intermediate Diaphragms===

'''(Use Steel Intermediate Diaphragm for Prestress Spans over 50 feet)'''

<center>[[Image:751.22_Intermediate_Diaphragms_Part_Elevation.gif]]</center>

<center>'''PART SECTION SHOWING INTERMEDIATE DIAPHRAGMS'''</center>
<center>(MoDOT Type 2,3,4,6 and NU 53)</center>

<center>[[Image:751.22_Intermediate_Diaphragms_Details_A_&_B.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="275"|'''DETAIL "A"'''||width="275"|'''DETAIL "B"'''

|}

{|border="0" cellpadding="5" align="center"

|valign="top" align="right"|(*)||In lieu of 2 1/2" O.D. washers, contractor may substitute a 3/16" (Min. thickness) plate with four 15/16"ø holes and one hardened washer per bolt.
|-
|valign="top" align="right"|(**)||Bolts shall be tightened to provide a tension of one-half that specified in Sec 712 for high strength bolt installation. A325 bolts may be substituted for and installed in accordance with the requirements for the specified A307 bolts.
|-
|valign="top" align="right"|NOTE:||Use Detail "A" at interior girder for diaphragms straight in line across structure. (Use straight diaphragm normal to girders for skews thru 20°).

Use Detail "B" for exterior girder and interior girder for diaphragms stepped across structure. (Use stepped diaphragm for skews over 20°).

|}

<center>[[Image:751.22_Intermediate_Diaphragms_Sections_CC_&_DD.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="275"|'''SECTION C-C'''||width="275"|'''SECTION D-D'''

|}

<div id="PART SECTION SHOWING"></div>
{|border="0" cellpadding="5" align="center" style="text-align:center"

|[[Image:751.22_Intermediate_Diaphragms_Section_EE.gif]]
|rowspan="3"|[[Image:751.22_Intermediate_Diaphragms_Part_Section.jpg]]
|-
|'''SECTION E-E'''
|-
| 
|-
| ||'''PART SECTION SHOWING INTERMEDIATE DIAPHRAGMS''' (MoDOT Type 7,8, NU 63 and 70)
|}

Bulb-Tee spans of 90 ft. or less require one intermediate diaphragm per span. Bulb-Tee spans of over 90 ft. require two intermediate diaphragms per span (spaced equally as allowed by clearance to harped strands). Maximum spacing is 50 ft.

Permanent intermediate diaphragms are not required for NU 35 and NU 43 standard girders. Temporary intermediate diaphragms/bracing are required for construction of the bridge deck. See [[751.50 Standard Detailing Notes#(H2c2.2)|EPG 751.50 Note H2c2.2]].

The detailer shall check that the 1 1/2 inch ø holes for the diaphragms shown on the design plans will provide a minimum clearance of at least 1 1/2 inches to any prestressing strands.

<center>[[Image:751.22_Intermediate_Diaphragms_Details_A_&_B_enlarged.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="350"|'''DETAIL "A"'''||width="350"|'''DETAIL "B"'''

|}

{|border="0" cellpadding="5" align="center"

|valign="top" align="right"|(*)||In lieu of 2 1/2" O.D. washers, the contractor may substitute a 3/16" (Min. thickness) plate with four 15/16"ø holes and one hardened washer per bolt.
|-
|valign="top" align="right"|(**)||Bolts shall be tightened to provide a tension of one-half that specified in Sec 712 for high strength bolt installation. A325 bolts may be substituted for and installed in accordance with the requirements for the specified A307 bolts.
|-
|valign="top" align="right"|NOTE:||Use Detail "A" at interior girder for diaphragms straight in line across structure. (Use straight diaphragm normal to girders for skews thru 20°).

Use Detail "B" for exterior girder and interior girder for diaphragms stepped across structure. (Use stepped diaphragm for skews over 20°).

|}

<center>[[Image:751.22_Intermediate_Diaphragms_Sections_CC_&_DD_enlarged.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="150"|'''SECTION C-C'''||width="375"|'''SECTION D-D'''

|}

===751.22.3.14 Coil Ties===

<center>[[Image:751.22.3.14 Part Elev.jpg|800px]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="150"|'''PART ELEVATION FOR BULB-TEE GIRDERS
|width="450"|'''PART ELEVATION'''

|}

[[image:751.22.3.14 NU.jpg|center|800px]]

<div id="plan of ciol tie rods"></div>
<center>[[Image:751.22_Coil_Ties_Part_Plan_Square.gif]]</center>

<center>'''PART PLAN (SQUARE)''' * 4" Min. (Typ.) (Do not show Dim. on Plans)</center>

<center>[[Image:751.22_Coil_Ties_Part_Plan_Skew_to_20_deg.gif]]</center>

<center>'''PART PLAN (SKEWED TO 20 DEG.)'''</center>

<center>[[Image:751.22_Coil_Ties_Part_Plan_Skew_over_20_deg.gif]]</center>

<center>'''PART PLAN (SKEWED OVER 20 DEG.)'''</center>

<center>[[Image:751.22_Coil_Ties_Ext_Girder_at_End_Bent.gif]]</center>

<center>'''EXTERIOR GIRDER AT END BENT'''</center>

{|border="0" cellpadding="5" align="center"

|valign="top" align="right"|(1)||3" For Beam Type 2 5" For Beam Type 3, 4 & 6
|-
| 
|-
|NOTE:||See previous page for location of Coil Tie Rods on Bulb-Tee girders.

|}

===751.22.3.15 Dowel Bars (Rods)===

<center>[[Image:751.22_Dowel_Bars_Elevation_&_Section_AA.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="300"|'''PART ELEVATION (FIXED BENT)'''
|width="300"|'''SECTION A-A'''

|}

::::Dowel bars shall be used for all fixed intermediate bents under prestressed superstructures. Generally, shear resistance from shear key is not considered for typical bridges in seismic performance Category A.

::::Dowel bars shall be determined by design. (Minimum #6 Bars @ 12" Cts.) For shear stress, fv, computation, see [[751.9 LFD Seismic#751.9.3.1.2 Dowel Rods|EPG 751.9.3.1.2 Dowel Rods]].

:::::fv ≤ <math>\,\phi</math>v ● Fvn

:::::Where,

::::::<math>\,\phi</math>v = Resistance factor

::::::fv = Shear stress (ksi)

::::::Fvn = Nominal shear resistance of dowel bar (ksi)

===751.22.3.16 Vent Holes===

::::Note: Use vent holes on all stream crossing structures.

<center>[[Image:751.22_Vent_Holes_Elevation_&_Section.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="300"|'''PART ELEVATION OF GIRDER'''
|width="300"|'''PART SECTION NEAR VENT HOLE'''

|}

::::Note: Place vent holes at or near upgrade of 1/3 point of girders and clear reinforcing steel or strands by 1-1/2" minimum and steel intermediate diaphragms bolt connection by 6" minimum.

===751.22.3.17 Shear Blocks===

A minimum of two Shear Blocks 12" wide x (1) high by width of diaphragm, will be detailed at effective locations on open diaphragm bent caps when adequate structural restraint cannot be provided for with anchor bolts.

<center>[[Image:751.22_Shear_Blocks_Elevation_View_Open_Diaphragm.gif]]</center>

<center>'''ELEVATION VIEW'''</center>

::::::(1) Height of shear block shall extend a minimum of 1" above the top pf the sole plate.

<center>[[Image:751.22_Shear_Blocks_Elevation_View.gif]]</center>

<center>'''ELEVATION VIEW'''</center>

<center>[[Image:751.22_Shear_Blocks_Plan_View.gif]]</center>

<center>'''PLAN VIEW'''</center>

{|border="0" cellpadding="5" align="center"
|-
|width="375"|Note: Shear blocks shall be used at bents with open diaphragms when anchor bolts can not be designed to resist earthquake loading.

|}

<center>[[Image:751.22_Shear_Blocks_Plan_View_Exp_Bts_Open_Diaphragms.gif]]</center>

<center>'''PLAN VIEW OF BEAM CAP'''</center>

<center>'''EXPANSION BENTS WITH OPEN DIAPHRAGMS'''</center>

{|border="0" cellpadding="5" align="center"
|-
|width="375"|Note: For Expansion Bents with open diaphragms, the steps or Shear Block (if applicable) should be normal to the length of cap.

|}

<center>[[Image:751.22_Shear_Blocks_Plan_View_Exp_Bts_Closed_Diaphragms.gif]]</center>

<center>'''PLAN VIEW OF BEAM CAP'''</center>

<center>'''EXPANSION BENTS WITH CLOSED DIAPHRAGMS'''</center>

{|border="0" cellpadding="5" align="center"
|-
|width="475"|Note: For Closed Diaphragm Expansion Bents, the steps or haunches shall be detailed parallel to the centerline of roadway.

For Integral End Bents the steps may be skewed due to stirrups being placed parallel to centerline of roadway.

Shear Blocks for Expansion Bents with Closed Diaphragms shall be detailed parallel to the centerline of roadway. Shear Blocks used in conjunction with sole plates and anchor bolts shall be detailed parallel to the edge of sole plate.

|}

===751.22.3.18 Miscellaneous===

'''Dimensional Tolerances'''

'''I-Girders, Solid Slab Beams, Voided Slab Beams, Box Beams, Double-Tee Girders, Deck Panels and Miscellaneous Prestress Units, see [http://www.modot.mo.gov/business/standards_and_specs/Sec1029.pdf Sec 1029]'''

'''Expansion Device Support Slots'''

Used with preformed compression joint seal, flat plate, strip seal or finger plate expansion devices.

<center>[[Image:751.22_Miscellaneous_Exp_Device_Support_Part_Plan.gif]]</center>

<center>'''PART PLAN OF P/S CONC. I-GIRDER @ EXP. DEVICE END'''</center>

<center>[[Image:751.22_Miscellaneous_Exp_Device_Support_Part_Elevation.gif]]</center>

<center>'''PART ELEVATION OF P/S CONC. I-GIRDER @ EXP. DEVICE END'''</center>

<center>(*) Show these dimensions on the P/S concrete girder sheet.</center>

'''Anchor Bolts Simple Spans'''

<center>[[Image:751.22_Miscellaneous_Anchor_Bolts_Part_Elevation.gif]]</center>

<center>'''PART ELEVATION'''</center>

{|border="0" cellpadding="5" align="center"

|width="450"|Note:

It is permissible for the reinforcing bars and or the strands to come in contact with the materials used in forming A.B. holes.

If A.B. holes are formed with galvanized sheet metal, the forms may be left in place.

Hole (1-1/2"ø) to be grouted with expansive type mortar meeting the requirements of Sec 1066.
|}

[[Category:751 LRFD Bridge Design Guidelines]]

751.22 Prestressed Concrete I Girders

2014-03-21T13:14:17Z

Struej1: /* 751.22.3.4 Beam Section Properties Tables - Conventional Concrete Strength */

{|style="padding: 0.3em; margin-left:15px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="180px" align="right"
|-
|'''Video'''
|-
|[[media:751.22 Concrete Girder July 2010.wmv|Concrete Girder]]
|}

==751.22.1 General==
===751.22.1.1 Material Properties===
[[image:751.22.1.1.jpg|right|275px]]

'''Concrete'''

Concrete strength utilized for prestressed girders may be conventional or high strength concrete (HSC) which shall be identified on the girder plans. HSC shall be concrete strengths in excess of 8.0 ksi and may only be used with the permission of the Structural Project Manager or Structural Liaison Engineer. Costs may increase due to production modifications necessary to obtain the required HSC strength.

Conventional concrete strength for P/S I-Girder shall be the following:

:'''For MoDOT Standard Girders:'''

::<math>\, f'_{ci} = 4.5 ksi</math>, <math>\, f'_c = 6.0 ksi</math>

::Optional higher concrete strength shall be:

::<math>\, f'_{ci} = 5.0 ksi</math>, <math>\, f'_c = 7.0 ksi</math>

::'''OR'''

::With the approval of the Structural Project Manager or Liaison:

::<math>\,f'_{ci} = 6.5 ksi</math>, <math>\,f'_c = 8.0 ksi</math>

:'''For NU Standard Girder:'''

::<math>\,f'_{ci} = 6.5 ksi</math>, <math>\,f'_c = 8.0 ksi</math>

::::::::::::Modulus of Elasticity, <math>\, E_c = 33,000\ K_1 \ (w_c^{1.5}) \sqrt{f^'_c}</math>

::::::::::::Where,

::::::::::::f'c in ksi

::::::::::::K1 = correction factor for source of aggregate
:::::::::::::= 1.0 unless determined by physical testing

::::::::::::<math>w_c = 0.145 kcf\ \mbox{for}\ f'_c\le 5.0 ksi</math>

::::::::::::'''<math>w_c = 0.140 + 0.001 f'_c\ \mbox{for}\ f'_c>5.0 ksi </math>'''

{| border="0" cellpadding="4" cellspacing="0" align="center" style="textalign:left"
|-
| 
|-
!colspan="3" align="left"|Prestressing strand
|-
|colspan="3"|Type of strand:
|-
|colspan="3"|AASHTO M203 (ASTM A416) Grade 270
|-
|colspan="3"|Uncoated, seven-wire, low-relaxation strand
|-
|colspan="2"|Ultimate tensile strength,
|align="right"|<math>\,f_{pu} = 270 ksi</math>
|-
|colspan="2"|Yield strength,
|align="right"|<math>\,f_{py} = 0.9 f_{pu} ksi</math>
|-
|colspan="2"|Strand modulus of elasticity,
|align="right"|<math>\,E_p = 28500 ksi</math>
|-
|colspan="3"|For conventional concrete strengths:
|-
| 
|Strand diameter,
|align="right"|<math>\,d_{ps} = 0.5 in</math>
|-
| 
|Strand area,
|align="right"|<math>\,A_{ps} = 0.153 in^2</math>
|-
|colspan="3"|OR:
|-
| 
|Strand diameter,
|align="right"|<math>\,d_{ps} = 0.6 in</math>
|-
| 
|Strand area,
|align="right"|<math>\,A_{ps} = 0.217 in^2</math>
|-
|colspan="3"| 
|-
!colspan="3" align="left" width="500"|Order of Material Use for Increasing Girder Capacity in Order of Increasing Costs
|-
|colspan="3" width="500"|1. Increase concrete strength (readily producible by fabricator)
|-
|colspan="3" width="500"|2. Increase strand size (readily available from fabricator but steel costs are high)
|-
|colspan="3" width="500"|3. Modify MoDOT shape (most costly and inconvenient becasue of forming bed modifications required) (except NU shape)
|-
|colspan="3"| 
|-
!colspan="3" align="left"|Mild reinforcing steel
|-
|colspan="2"|Minimum yield strength,
|align="right"|<math>\,f_y = 60.0 ksi</math>
|-
|colspan="2"|Steel modulus of elasticity,
|align="right"|<math>\,E_s = 29000 ksi</math>
|-
|colspan="3"| 
|-
!colspan="3" align="left"|Welded Wire Reinforcement
|-
|colspan="2"|Minimum yield strength,
|align="right"|<math>\,f_y = 70.0 ksi</math>
|-
|colspan="2"|Steel modulus of elasticity,
|align="right"|<math>\,E_s = 29000 ksi</math>
|}

===751.22.1.2 Geometric Dimensions===

The ratio of the depth of girder to span length will in general be not less than 1/18.

The cross sectional dimensions of the girder shall be one of the following:

:'''MoDOT Standard Girders:'''
<center>[[Image:751.22_dim_beam_types_2_thru_6.gif]]</center>

{|border="0" cellpadding="5" align="center" textalign="center" width="600"

|align="center"|'''BEAM TYPE 2'''
|align="center"|'''BEAM TYPE 3'''
|align="center"|'''BEAM TYPE 4'''
|align="center"|'''BEAM TYPE 6'''
|}

<center>[[Image:751.22_dim_beam_types_7_8.gif]]</center>

{|border="0" cellpadding="5" align="center" textalign="center" width="600"

|align="center"|'''BEAM TYPE 7'''
|align="center"|'''BEAM TYPE 8'''
|}

<math>*</math> If the web is required to be increased, then the top and bottom flanges are to be increased by the same amount. (1" increments 2" max.).

See Structural Project Manager before using NU Sections.

:'''NU Standard Girders:'''
[[Image:751.22 NU 35 Apr 2011.jpg|thumb|center|400px|<center>'''BEAM NU 35'''</center>
<center>''A'' = 639.79 in.2</center>
<center>''Yb'' = 15.96 in.</center>
<center>''Yt'' = 19.48 in.</center>
<center>''Ixx'' = 108,498 in.4</center>
<center>''Iyy'' = 60,086 in.4</center>
<center>''V/S'' = 3.067 in.</center>]]

{| style="margin: 1em auto 1em auto text-align:center" align="center"

|-
|colspan="2"|[[Image:751.22_dim_NU_girders_43 53 Apr 2011.jpg|620px]]
|-
|align="center"|'''BEAM NU 43'''||align="center"|'''BEAM NU 53'''
|-
|align="center"|''A'' = 686.05 in.2||align="center"|''A'' = 743.88 in.2
|-
|align="center"|''Yb'' = 19.36 in.||align="center"| ''Yb'' = 23.71 in.
|-
|align="center"|''Yt'' = 23.95 in.||align="center"|''Yt'' = 29.44 in.
|-
|align="center"|''Ixx'' = 179,343 in.4||align="center"|''Ixx'' = 297,512 in.4
|-
|align="center"|''Iyy'' = 60,219 in.4||align="center"|''Iyy'' = 60,385 in.4
|-
|align="center"|''V/S'' = 3.058 in.||align="center"|''V/S'' = 3.048 in.
|}

{| style="margin: 1em auto 1em auto text-align:center" align="center"
|-
|colspan="2"|[[Image:751.22_dim_NU_girders_63 70 Apr 2011.jpg|620px]]
|-
|align="center"|'''BEAM NU 63'''||align="center"|'''BEAM NU 70'''
|-
|align="center"|''A'' = 801.72 in.2||align="center"|''A'' = 847.98 in.2
|-
|align="center"|''Yb'' = 28.14 in.||align="center"| ''Yb'' = 31.74 in.
|-
|align="center"|''Yt'' = 34.86 in.||align="center"|''Yt'' = 39.14 in.
|-
|align="center"|''Ixx'' = 451,306 in.4||align="center"|''Ixx'' = 601,931 in.4
|-
|align="center"|''Iyy'' = 60,551 in.4||align="center"|''Iyy'' = 60,684 in.4
|-
|align="center"|''V/S'' = 3.040 in.||align="center"|''V/S'' = 3.034 in.
|}

===751.22.1.3 Typical Span Ranges===

The following charts provide span ranges (limits) for P/S I-girders based on girder spacing and standard roadway widths.

'''Limitations of the Charts:'''

:A. Standard Concrete Charts Only

::Criteria used in determining maximum span lengths for lower conventional concrete strength:
::1) Low-relaxation strand with 0.5” strand diameter

::2) Concrete strengths, <math>\, f'_{ci}</math> = 4.5 ksi and <math>\, f'_c</math> = 6.0 ksi

::3) 3-span bridge consisting of 3 equal length girders made continuous and composite

:B. Optional Concrete Charts Only

::Criteria used in determining maximum span lengths for greater conventional concrete strength:

::1) Low-relaxation strand with 0.6” strand diameter

::2) Concrete strengths, <math>\, f'_{ci}</math> = 5.0 ksi and <math>\, f'_c</math> = 7.0 ksi

::3) 3-span bridge consisting of 3 equal length girders made continuous and composite

:C. Both Standard Concrete and Optional Concrete Charts

::Criteria used in determining span ranges for both Standard and Optional Concrete conventional strengths.

::1) Minimum span lengths were determined by the positive moment capacity of the smallest strand arrangement per beam shape. Shorter span lengths are possible.

::2) Based on 10 ft. design lanes. (Current design practice meets AASHTO LRFD and uses 12 ft. design lanes.)

::3) Based on unrefined prestress loss equations. (Current design practice meets AASHTO LRFD and uses refined losses.)

'''Recommended Adjustments for Using the Charts:'''

Because the span limit charts were developed using older design criteria as noted above, increased span lengths are probable.

:1) Span limits given in all charts should be increased 10 percent to account for current design practice. Ten percent can safely be used without a preliminary girder analysis.

:2) Span limits given in all charts shall be increased when a preliminary girder analysis based on actual design conditions is performed which shall be noted on the Design Layout.

{|style="padding: 0.3em; margin-left:1px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="480px" align="center"
|-
|'''Span range charts are planned for future replacement. Use the recommended adjustments until implemented.'''
|}

<center>'''Standard Concrete (<math>\, f'_c</math> = 6 ksi) P/S I Beam Span Ranges for Given Roadway Widths and Girder Spacing'''</center>

<center>[[Image:751.22_standard_conc_PSI_span_ranges.gif]]</center>

<center>'''Optional Concrete (<math>\, f'_c</math> = 7 ksi) P/S I Beam Span Ranges for Given Roadway Widths and Girder Spacing'''</center>

<center>[[Image:751.22_optional_conc_PSI_span_ranges.gif]]</center>

===751.22.1.4 Span and Structure Lengths===

'''Girder Length and Geometric Layout'''

:'''Tangent Bridges'''
:Girder lengths of exterior spans (i.e., end spans) shall be computed using the requirements shown below.
:Girder lengths of interior spans shall be computed using the requirements shown below.

:'''Curved Bridges'''
:Layout of any curved structure may be done using any coordinate geometry programs available. To layout the bridge, use the following steps:

:#Start out by laying in the centerline (CL) of the survey curve.
:#Locate the tie point of the bridge. This point will usually be on the CL of the survey curve but may be on a baseline which is offset a certain distance to the CL of the survey curve.
:#A second tie point may be required if the skew is not measured to the CL of roadway at the bridge tie point. If this is the case, establish the tie point at the specified station and plot the skew line at the required angle.
:#Next, on the centerline of structure or baseline curve, locate the station of the CL of bent for each intermediate bent and the fill face for the end bents. Once these points are located, plot lines through these stations parallel to skew line. Normally the layout file will specify that all bents are parallel to the skew line; however, there may be times when the bents are radial or have varying skews.
:#When locating the stations in the preceding step, the distance between CL of intermediate bents are exactly the layout lengths specified on the file. However, the end spans need to follow the procedure for calculating length set forth in this section.
:#When the CL of the intermediate bents and the fill face lines have been added, chords should be drawn connecting these points sequentially. For example, if you have a three span bridge, chords should be drawn from the fill face of bent 1 to CL of bent 2, CL bent 2 to CL bent 3, and CL bent 3 to fill face bent 4.
:#When all the chords are in, offset each girder in each span parallel to this chord. The perpendicular distance between girders will be the same for all spans, but the skew distance between girders along the bent will vary from bent to bent depending on the skew to the CL at that point. The designer needs to be aware of the fact that at an intermediate bent the distance between bearings on the approaching and leaving span sides will be different distances. These bearings will not line up across the bent and will actually diverge more the farther away they are from the CL of the survey.
:#When establishing the CL of bearing points, the designer needs to allow for a minimum of seven (7) inches between ends of girders at the bents while keeping in mind that the girders will be offset and at different skews. If the offset is greater than half the girder bottom flange width, see Structural Project Manager. The distance from the end of girder to CL of bearing point should be half of the bearing length plus one inch minimum clearance. Once the distance for CL bent to CL of bearing is calculated, the designer should offset lines by that dimension on either side of the CL of bent. These lines will then be intersected with each of the girder lines to create the bearing points on each bent.
:#Between the bearing points at the ends of the girders, quarter points or tenth points need to be established, depending on the girder span. These points will be used in calculating the haunch and bottom of slab elevations for the bridge deck.
:#The bridge deck and barrier curbs can be laid in by offsetting the CL of roadway to each side by the proper distance. Curves should be laid in to designate both the inside and outside edges of the barrier curb. These will later be useful in laying in the wings and end bents.
:#After the outside edge of slab curves are plotted, the curve offsets need to be found. The intersection point of the outside edge of slab and the CL of each bent or fill face can be connected with chords. The distance between these chords and their partner curves need to be calculated at five foot intervals beginning at the center point of each chord.
:#Joints are placed in the barrier curb at each bent. These joints are placed perpendicular to the CL of the roadway through the intersection point of the CL bent and the inside of barrier curb.
:#Wing layout length is given on the profile sheets in the layout file. An arc should be struck so as to intersect the inside of barrier curb the specified length from a point at the intersection of the fill face and the inside of barrier curb. This point will mark the end of the wing which is perpendicular to the CL of the roadway.

:The vertical curve information needs to be added so a program can calculate the elevations at the desired stations. After this is done, the designer can request any of the following information which will be needed:
::*Stations and elevations of all points
::*Offset distances to the chords
::*Lengths of girders
::*Distances between bearings
::*Angles between girders and each bent
::*Lengths of bents
::*Lengths of barrier curbs between joints
::*Minimum vertical clearance

<div id="psi layout length"></div>
<center>[[Image:751.22.1.4 Integral end bents.jpg|825px]]</center>

<center>'''INTEGRAL END BENTS'''</center>

<center>[[Image:751.22.1.4 Non-integral end bents.jpg|825px]]</center>

<center>'''NON-INTEGRAL END BENTS'''</center>

::Note: Layout length for single span shall be measured from centerline of bearing to centerline of bearing. If the difference between layout length of the end span and interior span is within 1 ft., then layout length should be adjusted if possible so the girder lengths are equal for end span and interior span.

::(*) Minimum dimension from edge of bearing pad to end of girder equals one inch.

::(**) Design layout lengths are horizontal lengths. Girder lengths should be adjusted according to grade and shall be specified to the nearest 1/8 inch.

::(***) For large skews, end bent beam caps may need to be larger to provide edge distance.

::(****) Horizontal distance along certerline of girder.

::(*****) = 1” (minimum) + ½ bearing pad length which equals:
:::: 5” (minimum) for MoDOT Standard Girders and Adjacent P/S Box Beams,
:::: 3 ½” (minimum) for NU Girders and P/S Spread Box Beams.

<center>[[Image:751.22.1.4 coping_detail.jpg|center|775px]]</center>

<center>'''PART PLAN SHOWING COPING DETAIL'''</center>
<center>'''(MoDOT Standard Girders and NU Girders)'''</center>

Note: Non-Integral end bents with skews greater than 40° shall always have girder ends coped. Skews less than 40° shall have girder ends coped on case by case basis. It is preferable to not cope across the web.

Check clearance from fill face of integral end bents to bottom flanges of NU standard girders. Maintain 3” (min.) clearance. Coping may be permitted with approval of the Structural Project Manager or Structural Liaison Engineer.

<center>[[Image:751.22_typ_continuous_PS_structure_Integral_End_Bents.gif]]</center>

<center>(*) Maximum length from End Bent to End Bent = 600 feet.</center>
<center>'''TYPICAL CONTINUOUS PRESTRESS STRUCTURE (INTEGRAL END BENTS)'''</center>

<center>[[Image:751.22_typ_continuous_PS_structure_Non_Integral_End_Bents.gif]]</center>

<center>(**) Maximum length from End Bent to End Bent = 800 feet.</center>
<center>'''TYPICAL CONTINUOUS PRESTRESS STRUCTURE (NON-INTEGRAL END BENTS)'''</center>

===751.22.1.5 Constant and Varied Joint Filler Loads===

'''Varied joint filler load'''

The prestressed I-girder should first be designed assuming that the contractor will vary the joint filler supporting the panels on the girder flange. This assumption will maintain the minimum slab/panel combination thickness of 8 1/2”, and will eliminate the possibility of increased load due to varying slab thickness.

'''Constant joint filler load'''

With the girder designed and the camber and haunching dimensions calculated, the girder should be checked assuming the contractor will use a constant 1” joint filler. This will cause the slab thickness to vary due to camber of the girder, increasing load. This additional load shall be placed as a concentrated load at 1/8 point from each end of the girder.

An example of how this concentrated load could be calculated is shown as follows:
:Load <math>\, w = (A)(0.15 kips/ft.^3)</math>
:Determine the concentrated load* to girders by distributing w transversely across the girders. If the minimum haunch is greater than 1” joint filler, the additional haunch shall be included in the slab thickness as a uniform load. If the use of these loads causes the girder design to change, it shall be the responsibility of the designer to determine if the camber and haunching should be recalculated.

<math>*</math>This load shall be positioned at the 1/8 point from centerline of bearing pad.

The girder and bearing designs should be checked for the constant joint filler option and constant joint filler load. However, camber, haunching and beam seat elevations shown on the plans should be based on the variable joint filler option.

<center>[[Image:751.22_Joint_Filler_Loads.gif]]</center>

<center>'''JOINT FILLER LOADS'''</center>

==751.22.2 Design==
===751.22.2.1 Load Combinations===

In general, each component shall satisfy the following equation:

<math>\,Q = \textstyle \sum</math><math>\, \eta_i \gamma_i Q_i \le \phi R_n = R_r</math>

Where:
{|
|<math>\,Q</math>||= Total factored force effect 
|-
|<math>\,Q_i</math>||= Force effect 
|-
|<math>\,\eta_i</math>||= Load modifier 
|-
|<math>\,\gamma_i</math>||= Load factor 
|-
|<math>\,\phi</math>||= Resistance factor 
|-
|<math>\,R_n</math>||= Nominal resistance 
|-
|<math>\,R_r</math>||= Factored resistance
|}

;Limit States
The following limit states shall be considered for P/S Girder design:

:SERVICE I - for compressive stress
:SERVICE III - for tensile stress
:STRENGTH I

See LRFD Table 3.4.1-1 for Loads and Load Factors applied at each given limit state.

;Resistance factors, <math>\,\phi</math>
STRENGTH limit states, see LRFD Article 6.5.4.2 & 5.5.4.2.1 
For all other limit states, <math>\,\phi</math> = 1.00

'''See [[751.2_Loads#Load Modifiers|EPG 751.2.3.1 Load Modifiers]].'''

===751.22.2.2 Prestressing Strands===

'''Transfer Length of Prestressing Strands'''

The prestressing force may be assumed to vary linearly from zero at the point where bonding commences to a maximum at the transfer length. The transfer length may be taken as 60 times the strand diameter.

'''Development Length of Prestressing Strands'''

The development length for prestressing strands shall be taken as:

<math>\,l_d\ge1.6\Bigg(f_{ps}-\frac{2}{3}f_{pe}\Bigg)d_{ps}</math>

Where:
<math>\,d_{ps}</math> = Nominal diameter of strand, (in.)
<math>\,f_{ps}</math> = Average stress in prestressing strand at the time for which the nominal resistance of the girder is required, (ksi)

'''Stress limits for prestressing strands'''

Strand stress at service limit state shall not exceed the following:

At jacking:
:::<math>\,f_{pj}\le0.75f_{pu}</math> ksi
:::(For typical girders and fabrication economy, <math>\,f_{pj} = 0.75 f_{pu}</math>)

At service limit state after all losses:
:::<math>\,f_{pe}\le0.80f_{py}</math> ksi

Where:
{|
|<math>\,f_{pj}</math>|| = Stress in prestressing strand at jacking, (ksi)
|-
|<math>\,f_{pe}</math>|| = Effective stress of strand after all losses, (ksi)
|-
|<math>\,f_{py}</math>|| = Yield strength of strand, (ksi)
|-
|<math>\,f_{pu}</math>|| = Ultimate tensile strength of strand, (ksi)
|}

'''Prestress Losses'''

Refined estimates of time-dependent losses are used, based on AASHTO LRFD Article 5.9.5.4, as opposed to approximate lump sum estimate of losses in AASHTO LRFD Article 5.9.5.3.

The prestress losses shall be calculated to investigate concrete stresses at two different stages.
#Temporary stresses immediately after transfer:
#Final stresses

SERVICE I and SERVICE III Limit states shall be investigated at each stage.

'''Harped Strands'''

Harped strands, although they add to the shear strength of the girder, are primarily used to keep the girder stresses (both top and bottom) within allowable limits while developing the full capacity of the girder at midspan.

Harped strands should be held down at points of 0.4 of the distance from each end of the girder.

<center>[[Image:751.22_harped_strand_layout.gif]]</center>

<center>'''Example Harped Strand Layout'''</center>

The jacking force applied to prestress strands produces an excessive vertical uplift in short spans on tall girders resulting in failure of harped strand hold-downs. The allowable limits for hold-downs are as follows:

#5 kip/strand
#10 kip/bolt
#42 kip/hold-down

<center>[[Image:751.22_hold-down_device.gif]]</center>

<center>'''Hold-Down Device'''</center>

If necessary lower harped strand end location to meet criteria or use straight strands only. Investigate the possibility of using all straight strands when strength check of a hold-down device exceeds allowable.

'''Straight Strands'''.

Short spans (<40 ft.) are to use straight strands only for all girders greater than 2'-8" tall. Use at least two straight strands at the top of the girder when straight strands are used. Where straight strands only will not work a single hold-down point may be used. Note: A single point hold-down has twice the uplift force.

'''Strand Arrangement Optimizing'''

Using all straight strands for girder lengths less than 70 ft. should be investigated for MoDOT Standard Girder Types 6, 7, 8 and all NU Standard Girders in order to reduce risk of strand or hold-down breakage, increase safety by reducing risk of injury during fabrication and reduce cost.

Consider using the same section for all spans. This permits the use of shorter girders in the casting bed with longer girders, even if straight strands are needed, in the top flanges of the girders. They can be placed at either end of the bed and still optimize the usage of the bed.

Consider using the same number of draped strands for all spans and debond where needed. Strand patterns should be similar between long and short spans. For example, the designer should not use a single column of draped strands on the short spans and two columns of draped strands on the long spans. This will prevent optimization of the bed.

'''Debonding Strands'''

In all debonding operations the prestressing forces must be in such a manner as to prevent any sudden or shock loading.

Debonding a strand consists of wrapping the unnecessary strand(s) with a polyethylene plastic sleeve that prevents interaction of the strand with the concrete during casting and release which prevents any prestress force transfer.

===751.22.2.3 Flexure===

Flexure capacity of prestressed I-girders shall be determined as the following.

'''Flexural resistance at strength limit state''' 

<math>\,M_r = \phi M_n \ge M_u</math>

Where:
{|border="0" cellpadding="5"
|<math>\,M_r</math>||=||Flexural resistance
|-
|<math>\,M_n</math>||=||Nominal flexural resistance
|-
|<math>\,M_u</math>||=||Total factored moment from Strength I load combination
|-
|valign="top"|<math>\, \phi</math>
|valign="top"|=
|Flexural resistance factor as calculated in LRFD 5.5.4.2
|}

'''Negative moment reinforcement design'''

P/S I-girder shall be designed as a reinforced concrete section at regions of negative flexures (i.e., negative moments).

At least one-third of the total tensile reinforcement provided for negative moment at the support shall have an embedment length beyond the point of inflection not less than the specified development length of the bars used.

Slab longitudinal reinforcement that contributes to making the precast beam continuous over an intermediate bent shall be anchored in regions of the slab that can be shown to be crack-free at strength limit states. This reinforcement anchorage shall be staggered. Regular longitudinal slab reinforcement may be utilized as part of the total longitudinal reinforcement required.

'''Effective Slab Thickness '''

An effective slab thickness shall be used for design by deducting from the actual slab thickness a 1” integral, sacrificial wearing surface.

<div id="Design A1 reinforcement in the top flange"></div>

'''Design A1 reinforcement in the top flange '''

The A1 reinforcement shall resist the tensile force in a cracked section computed on the basis of an uncracked section. For MoDOT girders, A1 reinforcement shall consist of deformed bars. For NU girders, A1 reinforcement shall consist of strands for reinforcement support (4 – 3/8” Strands, Typ.) and WWR (6 – W8, Typ.) with deformed bars added only as needed.

Required steel area is equal to:

<math>\,A1=\frac{T_t}{f_s}</math>

Where:
{|
|<math>\, f_s</math>||= <math>\, 0.5 f_y \le 30 KSI</math>, allowable tensile stress of mild steel, (ksi)
|-
|<math>T_t</math>||= Resultant of total tensile force computed on the basis of an uncracked section, (kips)
|}

'''Limits for reinforcement'''

The following criteria shall be considered only at composite stage.

Minimum amount of prestressed and non-prestressed tensile reinforcement shall be such that the factored flexural resistance, ''Mr'', is at least equal to the lesser of: 

::*<math>1.2M_{cr}</math>, or
::*<math>1.33M_u</math>

Where:
{|border="0" cellpadding="5"
|-
|<math>M_{cr}</math>||=||Cracking moment, (kip-in.)
|-
|<math>M_u</math>||=||Total factored moment from Strength I load combination, (kip-in.)
|}

===751.22.2.4 Shear===

Shear capacity of P/S I-girder should be checked along girder length and girder-slab interface.

'''Shear resistance at strength limit state'''

<math>\, V_r = \phi V_n \ge V_u</math>

Where:
{|border="0" cellpadding="5"
|<math>\, V_r</math>||=||Shear resistance
|-
|<math>\, V_n</math>||=||Nominal shear resistance
|-
|<math>\, V_u</math>||=||Total factored shear from Strength I load combination
|-
|<math>\, \phi</math>||=||Shear resistance factor
|}

'''Nominal shear resistance'''

The nominal shear resistance, <math>\, V_n</math>, shall be lesser of:
::*<math>\, V_c + V_s + V_p</math>, or
::*<math>\, 0.25 f'_{c} b_v d_v + V_p</math>

Where:

<math>\, V_c = 0.0316 \beta b_v d_v \sqrt{f'_c}</math>

<math>\, V_s = \frac {A_v f_y d_v (cot \theta + cot \alpha) sin \alpha}{s}</math>

Where:
{|border="0" cellpadding="5"
|<math>\, V_c</math>||=||Nominal concrete shear resistance, (kips)
|-
|<math>\, V_s</math>||=||Nominal shear reinforcement resistance, (kips)
|-
|<math>\, V_p</math>||=||Component of prestressing force in the direction of shear force, (kips)
|-
|<math>\, b_v</math>||=||Thickness of web, (in.)
|-
|valign="top"|<math>\, d_v</math>
|valign="top"|=
|Effective shear depth taken as the distance measured perpendicular to the neutral axis, between the resultants of tensile and compressive forces due to flexure, (in.)
|-
|<math>\, s</math>||=||Spacing of shear reinforcement, (in.)
|-
|<math>\, \beta</math>||=||Factor indicating ability of diagonally cracked concrete to transmit tension
|-
|<math>\, \theta</math>||=||Angle of inclination of diagonal compressive stress, (degree)
|-
|<math>\, \alpha</math>||=||90.0, Angle of inclination of shear reinforcement to a longitudinal axis, (degree)
|-
|<math>\, A_v</math>||=||Area of shear reinforcement, (in.2)
|-
|<math>\, f_y</math>||=||Minimum yield strength of tension shear reinforcement, (ksi)
|}

'''Design sections near supports'''

Where a reaction force in the direction of the applied shear introduces compression into the end region of girder, the location of the critical section for shear is measured from the internal face of support a distance, ''dv''. Otherwise, the design section shall be taken at the internal face of the support.

Where:

<math>\, d_v</math> = effective shear depth taken as the distance, measured perpendicular to the neutral axis, between the resultants of the tensile and compressive forces due to flexure; it need not be taken to be less than the greater of 0.9de and 0.72h.

'''Girder regions requiring shear reinforcement'''

Girder shear reinforcement, usually consisting of stirrups, shall be provided where:

<math>\, V_u > 0.50 \phi (V_c + V_p)</math>

Where:
{|border="0" cellpadding="5"
|<math>\, V_u</math>||=||Factored shear force from Strength I load combination, (kips)
|-
|<math>\, V_c</math>||=||Nominal concrete shear resistance, (kips)
|-
|<math>\, V_p</math>||=||Component of prestressing force in the direction of shear force, (kips)
|-
|valign="top"|<math>\, \phi</math>
|valign="top"|= =
|Shear resistance factor
0.9 for normal weight concrete
|}

'''''Shear Reinforcement Limits'''''

'''Minimum reinforcement'''

Area of shear reinforcement shall not be less than:

<math>\, A_v \ge 0.0316 \Bigg( \frac{b_v s}{f_y} \Bigg) \sqrt{f'_c}</math>

Where:
{|border="0" cellpadding="5"
|<math>\, A_v</math>||=||Area of shear reinforcement, (in.2)
|-
|<math>\, b_v</math>||=||Thickness of web, (in.)
|-
|<math>\, s</math>||=||Spacing of shear reinforcement, (in.)
|-
|<math>\, f'_c</math>||=||Final concrete compressive strength, (ksi)
|}

'''Maximum reinforcement'''

Maximum spacing of shear reinforcement shall be determined as: 
If <math>\, v_u<0.125 f'_c</math>, then <math>\, s_{max} = 0.8 d_v \le 24.0^{\prime\prime}</math>

If <math>\, v_u \ge 0.125 f'_c</math>, then <math>\, s_{max} = 0.4 d_{v} \le 12.0^ {\prime\prime}</math>

Where:
{|border="0" cellpadding="5"
|valign="top"|<math>\, d_v</math>
|valign="top"|=
|Effective shear depth taken as the distance measured perpendicular to the neutral axis, between the resultants of tensile and compressive forces due to flexure, (in.)
|-
|<math>\, v_u</math>||=||Shear stress on concrete, (ksi)
|-
|<math>s_{max}</math>||=||Maximum spacing of shear reinforcement, (in.)
|}

Shear stress on concrete shall be determined as:

<math>\, v_u = \frac {V_u - \phi V_p}{\phi b_v d_v}</math>

<math>\, d_v = \Bigg( d_e - \frac{a}{2} \Bigg) \ge larger of \begin{cases}0.9 d_e\\0.72h\end{cases}</math>

Where:
{|border="0" cellpadding="5"
|<math>\, v_u</math>||=||Shear stress on concrete, (ksi)
|-
|<math>\, V_u</math>||=||Factored shear from Strength I load combination, (kips)
|-
|valign="top"|<math>\, \phi</math>
|valign="top"|= =
|Shear resistance factor
0.9 for normal weight concrete
|-
|<math>\, b_v</math>||=||Thickness of web, (in.)
|-
|<math>\, V_p</math>||=||Component of prestressing force in the direction of shear force, (kips)
|-
|valign="top"|<math>\, d_v</math>
|valign="top"|=
|Effective shear depth taken as the distance measured perpendicular to the neutral axis, between the resultants of tensile and compressive forces due to flexure, (in.)
|-
| ||=||<math>\, \frac{M_n}{A_s f_y + A_{ps} f_{ps}}</math>
|-
|<math>\, d_e</math>||=||Distance from extreme compression fiber to the centroid of tensile force in the tensile reinforcement, (in.)
|-
|<math>\, h</math>||=||Total height of girder including slab thickness, (in.)
|}

'''Girder-Slab Interface'''

The horizontal shear between the girder and slab shall be determined as specified in LRFD 5.8.4.3. The nominal horizontal shear resistance of the interface plane shall be taken as specified in LRFD 5.8.4.1. Minimum interface shear reinforcement shall be provided as specified in LRFD 5.8.4.4. The parameters used in determining the nominal horizontal shear resistance shall be taken as specified for a “cast-in-place concrete slab on clean concrete girder surfaces, free of laitance with surface roughened to an amplitude of 0.25 inch.”

The interface shear shall be resisted by extending and anchoring the vertical shear reinforcement into the slab. If the resistance provided by extending the vertical shear reinforcement is inadequate then additional U-bars may be provided as shown for a MoDOT Standard Girder Type 7 in [[#751.22.3.6 Girder Reinforcement|EPG 751.22.3.6 Girder Reinforcement]].

For NU Girders the edges of the top of girder flange are intentionally debonded (see figure below) and shall not be included when determining the nominal horizontal shear resistance. See [[751.50 Standard Detailing Notes#(H2c2.10)|EPG 751.50 Standard Detailing Notes H2c2.10]] for specifics about the debonded width for NU Girders. Similarly, for all other prestressed girders, the joint filler width supporting precast panels shall be considered debonded and excluded when determining the interface resistance.

[[image:751.22.2.4 NU Girder Debonding Limits.jpg|300px|center|thumb|<center>'''NU Girder Debonding Limits'''</center>]]

'''Pretensioned anchorage zones'''

The bursting resistance of anchorage zones provided by vertical reinforcement (i.e., B2 bars, WWF, G402 bars) in the ends of prestressed girders at the service limit state shall be taken as:

<math>\, P_r = f_s A_s \ge 0.04F_{po}</math>

Where:
{|border="0" cellpadding="5"
|<math>\, f_s</math>||=||Stress in mild steel not exceeding 20 ksi
|-
|<math>\, A_s</math>||=||Total area of vertical reinforcement located within a minimum distance of h/4 from the end of the girder where h is overall depth of precast member as shown below.
|-
|<math>\, F_{po}</math>||=||Prestressing force at transfer
|}

[[Image:751.22.2.4.jpg|center|thumb|550px|<center>'''MoDOT Standard Girder</center>
<center>'''Anchorage Zone and Confinement Reinforcement'''</center>]]

'''Confinement reinforcement'''

Reinforcement (i.e., D1 bars or G301 bars, not shown) shown in the figure above shall be placed to confine the prestressing strands in the bottom flange for a minimum distance of 1.5''d'' from the end of beam.

The reinforcement shall not be less than #3 deformed bar, with spacing not exceeding 6.0 inches and shaped to enclose the strands.

MoDOT extends the use of D1 and G301 bars for the full length of girders.

===751.22.2.5 Deformations===

'''Criteria for deflection'''

For investigating maximum absolute deflection, all design lanes shall be loaded, and all supporting components should be assumed to deflect equally.

For composite design, the design cross-section should include the entire width of the roadway and the structurally continuous portions of railings, sidewalks, and median barriers. Note that safety barrier curbs are usually discontinuous over the bents. For skewed bridges, a right cross-section may be used.

Service I load combination shall be used. Dynamic load allowance shall be applied.

'''See [[751.2_Loads#751.2.4.2_Live_Load_Deflection|EPG 751.2.4.2 Live Load Deflection Limits]].'''

'''Calculation of deflection and camber'''

Deflection and camber calculations shall consider all internal loads (i.e., prestressing, concrete creep, and shrinkage) and external loads such as dead loads and live loads.

Camber is an upward displacement caused by moment due to prestressing forces. Deflection is a downward displacement due to external loads. Therefore, both camber and deflection shall be considered in making an appropriate adjustment for final profile grade on the bridge.

'''Initial camber at transfer at midspan'''

Total initial camber at transfer due to self-weight of girder and prestressing forces shall be determined as:

<math>\, \Delta_{IC} = \Delta_g + \Delta_{SS} + \Delta_{HS}</math>

Where:
{|
|<math>\, \Delta_{IC}</math>||= Initial camber at transfer
|-
|<math>\, \Delta_g</math>||= Deflection due to self-weight of girder
|-
|<math>\, \Delta_{SS}</math>||= Camber due to prestressing straight strands
|-
|<math>\, \Delta_{HS}</math>||= Camber due to prestressing harped strands
|}

Note: Positive and negative values indicate downward and upward displacements, respectively.

'''Camber at midspan after strand release (Estimated at 7 days)'''

Theoretical camber of girder after strand release due to self-weight of girder and prestressing forces shall be determined at 7 days as:

<math>\, \Delta_7 = \Delta_{IC} + \Delta_{CR\ at\ 7\ days}</math>

Where:
{|
|<math>\, \Delta_7</math>||= Camber at 7 days after strand release with creep
|-
|<math>\, \Delta_{CR\ at\ 7\ days}</math>||= Time - dependent camber due to creep at 7 days
|}

Note: Camber is calculated 7 days after strand release to allow sufficient time for inspection. See [http://epg.modot.org/index.php?title=Category:1029_Fabricating_Prestressed_Concrete_Members_for_Bridges#1029.2.13_Inspection_of_Completed_Members EPG 1029 Fabricating Prestressed Concrete Members for Bridges].

'''Camber at midspan after erection (Estimated at 90 days)'''

Theoretical camber of girder after erection due to self-weight of girder and prestressing forces shall be determined at 90 days as:

<math>\, \Delta_{90} = \Delta_{IC} + \Delta_{CR\ at\ 90\ days}</math>

Where:
{|
|<math>\, \Delta_{90}</math>||= Camber at 90 days after strand release with creep
|-
|<math>\, \Delta_{CR\ at\ 90\ days}</math>||= Time - dependent camber due to creep at 90 days
|}

'''Final camber at midspan after slab is poured'''

Total deformation after slab is poured can be determined as the sum of theoretical camber of girder after erection (90 days) and deflections due to slab and concentrated loads (haunch, diaphragms, etc.) before composite action between slab and girder.

<math>\, \Delta_{FC} = \Delta_{90} + \Delta_S + \sum \Delta_C</math>

Where:
{|
|<math>\, \Delta_{FC}</math>||=||Final camber after slab is poured
|-
|<math>\, \Delta_s</math>||=||Deflection due to weight of slab
|-
|<math>\, \sum \Delta_c</math>||=||Deflection due to concentrated loads (haunch, diaphragms, etc.)
|}

'''Final camber along span length'''

Deformations along the span length can be approximately determined as a product of final camber at midspan times correction factors.

{|
|<math>\, \Delta_{0.10}</math>||=||0.3140 <math>\, \Delta_{FC}</math> at span fraction of 0.10
|-
|<math>\, \Delta_{0.20}</math>||=||0.5930 <math>\, \Delta_{FC}</math> at span fraction of 0.20
|-
|<math>\, \Delta_{0.25}</math>||=||0.7125 <math>\, \Delta_{FC}</math> at span fraction of 0.25
|-
|<math>\, \Delta_{0.30}</math>||=||0.8130 <math>\, \Delta_{FC}</math> at span fraction of 0.30
|-
|<math>\, \Delta_{0.40}</math>||=||0.9520 <math>\, \Delta_{FC}</math> at span fraction of 0.40
|-
|<math>\, \Delta_{0.50}</math>||=||1.0000 <math>\, \Delta_{FC}</math> at span fraction of 0.50
|}

'''Calculation of camber (upward)'''

Camber at midspan due to strand forces is determined as the following:
For straight strands,

<math>\, \Delta_{SS} = \Delta_{ss-j} + \Delta_{ss-l}</math>

Where:   <math>\, \Delta_{ss-j} = \frac{F_{1-j} e_1 L^2}{8 E_{ci} I_{tri}}</math>     <math>\, \Delta_{ss-l} = \frac{F_{1-l} e_1 L^2}{8 E_c I_{tr}}</math>

Where:
{|
|valign="top"|<math>\, F_{1-j}</math>||= Total prestressing force of straight strands at transfer (including losses due to elastic shortening), (kips)
|-
|valign="top"|<math>\, F_{1-l}</math>||= Total prestressing force in straight strands due to time-dependent losses prior to slab placement (kips). Opposite in sign to <math>\, F_{1-j}</math>, typically.
|-
|<math>\, L</math>||= Distance between centerlines of bearing pads, (in.)
|-
|<math>\, E_{ci}</math>||= Initial concrete modulus of elasticity based on <math>\, f'_{ci}</math>, (ksi)
|-
|<math>\, E_c</math>||= Final concrete modulus of elasticity based on <math>\, f'_c</math> (ksi)
|-
|<math>\, I_{tri}</math>||= Moment of inertia of transformed non-composite section computed based on <math>\, E_{ci}</math>, (in.4)
|-
|<math>\, I_{tr}</math>||= Moment of inertia of transformed non-composite section based on <math>\, E_c</math>, (in.4)
|-
|<math>\, e_1</math>||= Eccentricity between centroid of straight strands (CSS) and center of gravity of transformed non-composite section (CGB) as shown in Figure below, (in.)
|}

For two-point harped strands,

<math>\, \Delta_{HS} = \Delta_{HS-j} + \Delta_{HS-l}</math>

Where:   <math>\, \Delta_{HS-j} = \frac {F_{2-j} e_2 L^2}{8 E_{ci} I_{tri}} - \frac {F_{2-j}(e_2 + e_3) a^2}{6 E_{ci} I_{tri}}</math>     <math>\, \Delta_{HS-l} = \frac {F_{2-l} e_2 L^2}{8 E_c I_{tr}} - \frac {F_{2-l}(e_2 + e_3) a^2}{6 E_c I_{tr}}</math>

<math>a = (L - b)/2</math>

Where:
{|
|valign="top"| <math>\, F_{2-j}</math>||= Total prestressing force of harped strands at transfer (including loss due to elastic shortening), (kips)
|-
|valign="top"| <math>\, F_{2-l}</math>||= Total prestressing force of harped strands due to time-dependent losses prior to slab placement (kips)
|-
|valign="top"| <math>\, b</math>||= Length between harped points, (in.)
|-
|valign="top"| <math>\, e_2</math>||= Eccentricity between centroid of harped strands (CHS) and center of gravity of transformed non-composite section (CGB) at midspan as shown in Figure below, (in.)
|-
|valign="top"| <math>\, e_3</math>||= Eccentricity between centroid of harped strands (CHS) and center of gravity of transformed non-composite section (CGB) at the end of girder as shown in Figure below, (in.)
|}

<center>[[Image:751.22_details_of_girder_showing_distances_and_eccentricities_used_in_camber_calculations.gif]]</center>

<center>'''Details of girder showing distances and eccentricities used in camber calculations'''</center>

'''Calculations of deflections (downward)'''

Deflections at midspan due to dead loads are determined as the following:
For self-weight of girder,

<math>\, \Delta_g = \frac {5 W_g L^4}{384 E_{ci} I_{tri}}</math>

Where:
{|
|<math>W_g</math>||=||Uniform load due to self-weight of girder, (kip/in.)
|}

For self-weight of slab,

<math>\, \Delta_s = \frac {5 W_s L^4}{384 E_{c} I'_{tr}}</math>

Where:
{|
|<math>\, W_s</math>||=||Uniform load due to self-weight of slab, (kip/in.)
|}

Weight of additional slab haunch may be treated as uniform or concentrated load as appropriate. Diaphragm weight should be treated as concentrated load.

For one concentrated load at midspan,

<math>\, \Delta_c = \frac {PL^3}{48 E_c I'_{tr}}</math>

For two equal concentrated loads,

<math>\, \Delta_c = \frac {Px}{24 E_c I'_{tr}} (3L^2 - 4x^2)</math>

Where:
{|
|<math>\, P</math>||= Concentrated load due to diaphragm and/or additional slab haunch, (kips)
|-
|<math>\, x</math>||= Distance from the centerline of bearing pad to the applied load, P, (in.)
|}

'''Creep coefficient'''

Research has indicated that high strength concrete (HSC) undergoes less ultimate creep and shrinkage than conventional concrete.

Creep is a time-dependent phenomenon in which deformation increases under a constant stress. Creep coefficient is a ratio of creep strain over elastic strain, and it can be estimated as follows:

{|
|<math>\, \Psi(t,t_i)</math>||= <math>\, 1.9k_s k_{hc} k_f k_{td} t_{i}^{-0.118}</math>
|-
|<math>\, k_s</math>||= <math>\, 1.45 - 0.13(v/s)>= 1.0</math>
|-
|<math>\, k_{hc}</math>||= <math>\, 1.56 - 0.008H</math>
|-
|<math>\, k_f</math>||= <math>\, 5/(1+f'_{ci})</math>
|-
|<math>\, k_{td}</math>||= <math>\, t/(61 - 4f'_{ci} + t)</math>
|}

Where:
{|
|<math>\, \Psi</math>||= Creep coefficient.
|-
|<math>\, H</math>||= 70, Average annual ambient relative humidity
|-
|valign="top"|<math>\, t</math>
|valign="top"|= Maturity of concrete, (days)     Use 7 days for camber design after strand release     Use 90 days for camber design after erection
|-
|valign="top"|<math>\, t_i</math>
|valign="top"|= Age of concrete when a load is initially applied, (days)     Use 0.75 days for camber design.
|-
|<math>\, v/s</math>||= Volume-to-surface area ratio, (in.)
|-
|<math>\, f'_{ci}</math>||= Initial girder concrete compressive strength, (ksi)
|}

<math>\, \Delta_{CR} = \frac{(M_g - F_{1-j} e_1 - F_{2-j} e_2) \Psi L^2}{8 E_{ci} I_{tri}}</math>

Where:
{|
|<math>\, M_g</math>||= Moment due to girder weight at mid span.
|}

==751.22.3 Details==
===751.22.3.1 Reinforcement Criteria===

'''Minimum Concrete Cover'''
::*2.0" (Min.) to centerline of strands
::*1.0" for stirrups

'''Minimum Radius of Bar Bend in Stirrups'''
#3 through #5 bars = 4.0 x Bar Diameter.

'''Minimum Spacing of Reinforcement Bars'''
For precast concrete, the clear distance between parallel bars in a layer shall not be lesser than:
::*Nominal Diameter of bar
::*1.33 x Maximum Aggregate Size
::*1.0"

'''Minimum Spacing of Prestressing Strands'''
Spacing between each pretressing strand shall not be less than the larger of:
::*A clear distance of 1.33 x Maximum Aggregate Size
::*Center-to-center spacing of 2" for 0.6" strand diameter
::*Center-to-center spacing of 1.75" for 0.5" strand diameter

===751.22.3.2 MoDOT Standard Girders===
====751.22.3.2.1 Beam Type 2 Dimensions/Strand Arrangements====

<center>[[Image:751.22 Beam Type 2 dim & Girders 2A & 2B.gif]]</center>

{|border="0" cellpadding="5" align="center" textalign="center" width="500"

|align="center" |'''GIRDERS 2A THRU 2C'''
<math>A</math> '''= 310.9 SQ. IN.''' 
<math>Y_b</math> '''= 14.08 IN.''' 
<math>I</math> '''= 33,974 IN.4'''
|align="center" width="200"|'''GIRDER 2A'''
'''(11 STRANDS)'''
|align="center"|'''GIRDER 2B'''
'''(12 STRANDS)'''
|}

{|border="0" cellpadding="5" align="center" textalign="center"

|align="center" |[[Image:751.22_Beam_Type_2_Girder_2C.gif]] 
'''GIRDERS 2C''' '''(14 STRANDS)'''
|align="center"|[[Image:751.22_Beam_Type_2_Girders_Sequence_No_2A_thru_2C_Table.gif]]
{|border="0"
|align="left" width="425pt"|  NOTE: Investigate the possibility of using all straight strands when strength check of a hold-down device exceeds allowable. Strand arrangements shown for Girders 2A thru 2C have straight strands only.

Strand arrangements other than those shown may be investigated by the designer.
|}
|}

<center>[[Image:751.22_Beam_Type_2_Girders_dim_&_Group_I.jpg|700px]]</center>

{|border="0" cellpadding="5" align="center" textalign="center" width="600"

|align="center" width="300"|<math>A</math> '''= 310.9 SQ. IN.''' 
<math>Y_b</math> '''= 14.08 IN.''' 
<math>I</math> '''= 33,974 IN.4'''
|align="center" width="300"|'''GROUP I'''
|}

{|border="0" cellpadding="5" align="center" textalign="center"

|align="center"|[[Image:751.22_Beam_Type_2_Girders_Group_II.jpg|325px]]   '''GROUP II'''
|width="300"|Numbers shown on girders relate to strand locations.
|}

ATTENTION: Location of harped strands shown in top flange are at end of girder and harped strands in bottom flange are at centerline.

If the web thickness is required to be increased, then the top and bottom flanges are to be increased by the same amount. (1" increments, 2" max.)

====751.22.3.2.2 Beam Type 3 Dimensions/Strand Arrangements====

<center>[[Image:751.22_Beam_Type_3_Girders_3A_thru_3B.gif]]</center>

{|border="0" cellpadding="5" align="center" textalign="center" width="600"

|align="center"|'''GIRDERS 3A THRU 3B'''
<math>A</math> '''= 381.9 SQ. IN.''' 
<math>Y_b</math> '''= 17.08 IN.''' 
<math>I</math> '''= 61,841 IN.4'''
|align="center" width="200"|'''GIRDER 3A'''
'''(11 STRANDS)'''
|align="center"|'''GIRDER 3B'''
'''(12 STRANDS)'''
|}

<center>[[Image:751.22_Beam_Type_3_Girders_Sequence_No_3A_thru_3B_Table.gif]]</center>

{|border="0" cellpadding="5" align="center"
|align="left" width="425"|Note: Investigate the possibility of using all straight strands when strength check of a hold-down device exceeds allowable. Strand arrangements shown for Girders 3A thru 3B have straight strands only. 
Strand arrangements other than those shown may be investigated by the designer.
|}

<center>[[Image:751.22_Beam_Type_3_Girders_dim_&_Group_I.gif]]</center>

{|border="0" cellpadding="5" align="center" textalign="center" width="600"

|align="center" width="300"|<math>A</math> '''= 381.9 SQ. IN.''' 
<math>Y_b</math> '''= 17.08 IN.''' 
<math>I</math> '''= 61,841 IN.4'''
|align="center" width="300"|'''GROUP I'''
|}

{|border="0" cellpadding="5" align="center" textalign="center"

|align="center"|[[Image:751.22_Beam_Type_3_Girders_Group_II.gif]]   '''GROUP II'''
|width="300"|Numbers shown on girders relate to strand locations.
|}

ATTENTION: Location of harped strands shown in top flange are at end of girder and harped strands in bottom flange are at centerline.

If the web thickness is required to be increased, then the top and bottom flanges are to be increased by the same amount. (1" increments, 2" max.)

====751.22.3.2.3 Beam Type 4 Dimensions/Strand Arrangements====

<center>[[Image:751.22_Beam_Type_4_Girders_4A_&_4B.gif]]</center>

{|border="0" cellpadding="5" align="center" textalign="center" width="500"

|align="center" |'''GIRDERS 4A THRU 4C'''
<math>A</math> '''= 428.9 SQ. IN.''' 
<math>Y_b</math> '''= 19.54 IN.''' 
<math>I</math> '''= 92,450 IN.4'''
|align="center" width="200"|'''GIRDER 4A'''
'''(10 STRANDS)'''
|align="center"|'''GIRDER 4B'''
'''(11 STRANDS)'''
|}

{|border="0" cellpadding="5" align="center" textalign="center"

|align="center" |[[Image:751.22_Beam_Type_4_Girders_4C.gif]] 
'''GIRDERS 4C''' '''(13 STRANDS)'''
|align="center"|[[Image:751.22_Beam_Type_4_Girders_Sequence_No_4A_thru_4C_Table.gif]]
{|border="0"
|align="left" width="425pt"|  NOTE: Investigate the possibility of using all straight strands when strength check of a hold-down device exceeds allowable. Strand arrangements shown for Girders 4A thru 4C have straight strands only.

Strand arrangements other than those shown may be investigated by the designer.
|}
|}

<center>[[Image:751.22_Beam_Type_4_Girders_dim_&_Group_I.gif]]</center>

{|border="0" cellpadding="5" align="center" textalign="center" width="600"

|align="center" width="300"|<math>A</math> '''= 428.9 SQ. IN.''' 
<math>Y_b</math> '''= 19.54 IN.''' 
<math>I</math> '''= 92,450 IN.4'''
|align="center" width="300"|'''GROUP I'''
|}

{|border="0" cellpadding="5" align="center" textalign="center"

|align="center"|[[Image:751.22_Beam_Type_4_Girders_Group_II.gif]]   '''GROUP II'''
|width="300"|Numbers shown on girders relate to strand locations.
|}

ATTENTION: Location of harped strands shown in top flange are at end of girder and harped strands in bottom flange are at centerline.

If the web thickness is required to be increased, then the top and bottom flanges are to be increased by the same amount. (1" increments, 2" max.)

====751.22.3.2.4 Beam Type 6 Dimensions/Strand Arrangements====

{|border="0" cellpadding="5" align="center"
|[[Image:751.22_Beam_Type_6_dimensions.gif]]
| 
{|border="0" cellpadding="5" align="right" width="150"
|align="center"|<math>\, A</math>||=||643.6 Sq. In.
|-
|align="center"|<math>\, Y_b</math>||=||25.92 In.
|-
|align="center"|<math>\, I</math>||=||235,735 In.4
|}
|}

{|border="0" cellpadding="5" align="center"
|align="center"|[[Image:751.22_Beam_Type_6_Group_I.gif]]   
'''GROUP I'''
|width="250"|Numbers shown on girders relate to strand locations.
|}

ATTENTION: Location of harped strands shown in top flange are at end of girder and harped strands in bottom flange are at centerline.

If the web thickness is required to be increased, then the top and bottom flanges are to be increased by the same amount. (1" increments, 2" max.)

====751.22.3.2.5 Beam Type 7 Dimensions/Strand Arrangements====

{|border="0" cellpadding="5" align="center"
|[[Image:751.22_Beam_Type_7_dimensions.gif]]
| 
{|border="0" cellpadding="5" align="right" width="150"
|align="center"|<math>\, A</math>||=||787.4 Sq. In.
|-
|align="center"|<math>\, Y_b</math>||=||37.58 In.
|-
|align="center"|<math>\, I</math>||=||571,047 In.4
|}
|}

{|border="0" cellpadding="5" align="center"
|align="center"|[[Image:751.22_Beam_Type_7_Group_I.gif]]   
'''GROUP I'''
|width="250"|Numbers shown on girders relate to strand locations.
|}

ATTENTION: Location of harped strands shown in top flange are at end of girder and harped strands in bottom flange are at centerline.

===751.22.3.3 NU Standard Girders===

<center>'''NU Girder Dimensions/Strand Arrangements'''</center>
[[image:751.22.3.3.jpg|center|350px|thumb|* Strands shall be placed on outer edge to help place confinement steel]]

::Note: Strand arrangements shall start at the bottom row and then move up for the most efficient design.

===751.22.3.4 Beam Section Properties Tables - Conventional Concrete Strength===

<div id="e1, e2, e3, I_initial & I_final"></div>
The properties of prestressed I-girders in the following tables are valid for <math>\, f'_{ci}</math> = 4.5 ksi and <math>\, f'_c</math> = 6 ksi. The modular ratio , ''<math>\, n</math>'', is 8 for the initial moment of inertia, <math>\, I_{initial}</math>, and 7 for the final moment of inertia, <math>\, I_{final}</math>.

Note: Moments of inertia, <math>\, I_{initial}</math> and <math>\, I_{final}</math> are computed based on transformed non-composite section and are used in camber calculations.

Definitions used in tables are:
{|border="0" cellpadding="5"
|valign="top"|Section Area||valign="top"|=||Gross area of girder, (in.2)
|-
|valign="top"|Section <math>\, Y_b</math> ||valign="top"|=||Distance from bottom of girder to center of gravity of non-transformed non-composite section, (in.)
|-
|valign="top"| <math>\, I_{nontransformed}</math> ||valign="top"|=||Moment of inertia of non-transformed non-composite section, (in.4)
|-
|valign="top"|Depth||valign="top"|=||Height of girder, (in.)
|-
|valign="top"|Strand size||valign="top"|=||Strand diameter, (in.)
|-
|valign="top"|e1*||valign="top"|=||Eccentricity between centroid of straight strands (CSS) and center of gravity of non-transformed non-composite section (CGB) as shown in figure below, (in.)
|-
|valign="top"|e2*||valign="top"|=||Eccentricity between centroid of harped strands (CHS) and center of gravity of non-transformed non-composite section (CGB) at midspan as shown in figure below, (in.)
|-
|valign="top"|e3*||valign="top"|=||Eccentricity between centroid of harped strands (CHS) and center of gravity of non-transformed non-composite section (CGB) at the end of girder as shown in figure below, (in.)
|}

<math>\, *</math> A more accurate value can be used based on transformed non-composite section. The final camber calculation will not be significantly different using values between transformed and non-transformed sections.

<center>[[Image:751.22_Girder_Plan_showing_strands.gif]]</center>

'''Steps for detailing strand patterns from Prestressed Beam Tables'''
#For strand locations at mid-span of girder: Look up the "Total Number of Strands" value for the corresponding strand pattern number. The strands will then be located at that number and all numbers below that number. Ex. For 14 total strands, the strands will be placed at all locations numbered ≤14.
#For harped strand locations at end of girder: Look up the "Number of Harped Strands" value for the corresponding strand pattern number. The strands will then be located at that number and all numbers below that number. Ex. For 6 harped strands, the strands will be placed at all locations numbered ≤6.

<center>[[Image:751.22_Girder_Section_showing_strands.gif]]</center>

:::::::::::'''GROUP I'''

'''Section Properties''' 
'''Beam Type 2 -- 6" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|310.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|14.08||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|33,974||in4
|-
|align="right"|Depth=
|align="center"|32||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"|<math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" text-align="center"

| || || || || || || || 
|align="center" colspan="2"|[[#e1, e2, e3, I_initial & I_final|Iinitial]]
|align="center" colspan="2"|[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
| 
|align="center"|#
|align="center"|T
|align="center"|H
|align="center"|S
|align="center"|[[#e1, e2, e3, I_initial & I_final|e1]]
|align="center"|[[#e1, e2, e3, I_initial & I_final|e2]]
|align="center"|[[#e1, e2, e3, I_initial & I_final|e3]]
|align="center"|A1 Bars 2-#5
|align="center"|A1 Bars 2-#6
|align="center"|A1 Bars 2-#5
|align="center"|A1 Bars, 2-#6
|-
!Group
|align="center"|1
|align="center"|8
|align="center"|4
|align="center"|4
|align="center"|11.08
|align="center"|11.08
|align="center"|13.92
|align="center"|36,147
|align="center"|36,627
|align="center"|35,837
|align="center"|36,248
|-
!I
|align="center"|2
|align="center"|10
|align="center"|4
|align="center"|6
|align="center"|11.41
|align="center"|11.08
|align="center"|13.92
|align="center"|36,453
|align="center"|36,938
|align="center"|36,100
|align="center"|36,515
|-
| 
|align="center"|3
|align="center"|12
|align="center"|6
|align="center"|6
|align="center"|11.41
|align="center"|10.08
|align="center"|12.92
|align="center"|36,587
|align="center"|37,075
|align="center"|36,215
|align="center"|36,632
|-
| 
|align="center"|4
|align="center"|14
|align="center"|6
|align="center"|8
|align="center"|11.08
|align="center"|10.08
|align="center"|12.92
|align="center"|36,794
|align="center"|37,286
|align="center"|36,394
|align="center"|36,814
|-
| 
|align="center"|5
|align="center"|16
|align="center"|8
|align="center"|8
|align="center"|11.08
|align="center"|9.08
|align="center"|11.92
|align="center"|36,866
|align="center"|37,360
|align="center"|36,456
|align="center"|36,878
|-
| 
|align="center"|6
|align="center"|18
|align="center"|8
|align="center"|10
|align="center"|10.48
|align="center"|9.08
|align="center"|11.92
|align="center"|36,994
|align="center"|37,491
|align="center"|36,568
|align="center"|36,992
|-
!Group
|align="center"|7
|align="center"|8
|align="center"|2
|align="center"|6
|align="center"|11.41
|align="center"|10.08
|align="center"|14.92
|align="center"|36,147
|align="center"|36,627
|align="center"|35,837
|align="center"|36,248
|-
!II
|align="center"|8
|align="center"|10
|align="center"|2
|align="center"|8
|align="center"|11.58
|align="center"|10.08
|align="center"|14.92
|align="center"|36,453
|align="center"|36,938
|align="center"|36,100
|align="center"|36,515
|-
| 
|align="center"|9
|align="center"|12
|align="center"|4
|align="center"|8
|align="center"|11.08
|align="center"|11.08
|align="center"|13.92
|align="center"|36,663
|align="center"|37,151
|align="center"|36,280
|align="center"|36,698
|-
| 
|align="center"|10
|align="center"|14
|align="center"|4
|align="center"|10
|align="center"|11.28
|align="center"|9.08
|align="center"|13.92
|align="center"|36,794
|align="center"|37,286
|align="center"|36,394
|align="center"|36,814
|-
| 
|align="center"|11
|align="center"|16
|align="center"|6
|align="center"|10
|align="center"|11.28
|align="center"|8.08
|align="center"|12.92
|align="center"|36,866
|align="center"|37,360
|align="center"|36,456
|align="center"|36,878
|-
| 
|align="center"|12
|align="center"|18
|align="center"|6
|align="center"|12
|align="center"|10.75
|align="center"|8.08
|align="center"|12.92
|align="center"|36,994
|align="center"|37,491
|align="center"|36,568
|align="center"|36,992
|-
| 
|align="center"|13
|align="center"|20
|align="center"|6
|align="center"|14
|align="center"|10.65
|align="center"|6.08
|align="center"|12.92
|align="center"|37,024
|align="center"|37,522
|align="center"|36,594
|align="center"|37,019
|}

'''Section Properties''' 
'''Beam Type 2 -- 7" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|342.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|14.26||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|36,812||in4
|-
|align="right"|Depth=
|align="center"|32||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_{c}</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||11.26||11.26||13.74||38,994||39,464||38,683||39,085
|-
!I
|2||10||4||6||11.59||11.26||13.74||39,310||39,784||38,954||39,360
|-
| ||3||12||6||6||11.59||10.26||12.74||39,450||39,927||39,075||39,482
|-
| ||4||14||6||8||11.26||10.26||12.74||39,666||40,146||39,261||39,671
|-
| ||5||16||8||8||11.26||9.26||11.74||39,742||40,225||39,327||39,739
|-
| ||6||18||8||10||10.66||9.26||11.74||39,877||40,363||39,444||39,858
|-
!Group
|7||8||2||6||11.59||10.26||14.74||38,994||39,464||38,683||39,085
|-
!II
|8||10||2||8||11.76||10.26||14.74||39,310||39,784||38,954||39,360
|-
| ||9||12||4||8||11.26||11.26||13.74||39,528||40,005||39,142||39,550
|-
| ||10||14||4||10||11.46||9.26||13.74||39,666||40,146||39,261||39,671
|-
| ||11||16||6||10||11.46||8.26||12.74||39,742||40,225||39,327||39,739
|-
| ||12||18||6||12||10.93||8.26||12.74||39,877||40,363||39,444||39,858
|-
| ||13||20||6||14||10.83||6.26||12.74||39,910||39,473||39,473||39,888
|}

'''Section Properties ''' 
'''Beam Type 2 -- 8" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|374.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|14.41||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|39,632||in4
|-
|align="right"|Depth=
|align="center"|32||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||11.41||11.41||13.59||41,823||42,283||41,510||41,905
|-
!I
|2||10||4||6||11.74||11.41||13.59||42,147||42,611||41,789||42,186
|-
| ||3||12||6||6||11.74||10.41||12.59||42,292||42,760||41,914||42,313
|-
| ||4||14||6||8||11.41||10.41||12.59||42,515||42,985||42,106||42,508
|-
| ||5||16||8||8||11.41||9.41||11.59||42,596||43,068||42,176||42,579
|-
| ||6||18||8||10||10.81||9.41||11.59||42,737||43,212||42,298||42,703
|-
!Group
|7||8||2||6||11.74||10.41||14.59||41,823||42,283||41,510||41,905
|-
!II
|8||10||2||8||11.91||10.41||14.59||42,147||42,611||41,789||42,186
|-
| ||9||12||4||8||11.41||11.41||13.59||42,371||42,839||41,982||42,382
|-
| ||10||14||4||10||11.61||9.41||13.59||42,515||42,985||42,106||42,508
|-
| ||11||16||6||10||11.61||8.41||12.59||42,596||43,068||42,176||42,579
|-
| ||12||18||6||12||11.08||8.41||12.59||42,737||43,212||42,298||42,703
|-
| ||13||20||6||14||10.98||6.41||12.59||42,772||43,249||42,329||42,736
|}

'''Section Properties''' 
'''Beam Type 3 -- 6" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|381.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b </math> =
|align="center"|17.08||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|61,841||in4
|-
|align="right"|Depth=
|align="center"|39||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||13.08||14.08||17.92||65,179||65,930||64,702||65,346
|-
!I
|2||10||4||6||13.75||14.08||17.92||65,659||66,415||65,114||65,762
|-
| ||3||12||4||8||13.58||14.08||17.92||66,014||66,776||65,421||66,072
|-
| ||4||14||6||8||13.58||13.08||16.92||66,265||67,032||65,637||66,292
|-
| ||5||16||6||10||13.48||13.08||16.92||66,614||67,386||65,938||66,597
|-
| ||6||18||8||10||13.48||12.08||15.92||66,776||67,552||66,079||66,740
|-
| ||7||20||8||12||13.08||12.08||15.92||67,020||67,799||66,290||66,954
|-
| ||8||22||8||14||12.51||12.08||15.92||67,178||67,961||66,427||67,095
|-
| ||9||24||10||14||12.51||11.08||14.92||67,270||68,056||66,508||67,177
|-
!Group
|10||8||2||6||13.75||13.08||18.92||65,179||65,930||64,702||65,346
|-
!II
|11||10||2||8||14.08||13.08||18.92||65,659||66,415||65,114||65,762
|-
| ||12||12||2||10||13.88||13.08||18.92||66,014||66,776||65,421||66,072
|-
| ||13||14||4||10||13.48||14.08||17.92||66,366||67,134||65,724||66,379
|-
| ||14||16||4||12||13.75||12.08||17.92||66,614||67,386||65,938||66,597
|-
| ||15||18||6||12||13.75||11.08||16.92||66,776||67,552||66,079||66,740
|-
| ||16||20||6||14||13.37||11.08||16.92||67,020||67,799||66,290||66,954
|-
| ||17||22||6||16||12.83||11.08||16.92||67,178||67,961||66,427||67,095
|-
| ||18||24||8||16||12.83||10.08||15.92||67,270||68,056||66,508||67,177
|}

'''Section Properties''' 
'''Beam Type 3 -- 7" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|420.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|17.31||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|66,991||in4
|-
|align="right"|Depth=
|align="center"|39||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||13.31||14.31||17.69||70,343||71,077||69,865||70,493
|-
!I
|2||10||4||6||13.98||14.31||17.69||70,838||71,577||70,289||70,922
|-
| ||3||12||4||8||13.81||14.31||17.69||71,207||71,951||70,607||71,243
|-
| ||4||14||6||8||13.81||13.31||16.69||71,469||72,218||70,833||71,473
|-
| ||5||16||6||10||13.71||13.31||16.69||71,832||72,585||71,146||71,789
|-
| ||6||18||8||10||13.71||12.31||15.69||72,004||72,760||71,295||71,940
|-
| ||7||20||8||12||13.31||12.31||15.69||72,259||73,019||71,516||72,164
|-
| ||8||22||8||14||12.74||12.31||15.69||72,427||73,190||71,662||72,312
|-
| ||9||24||10||14||12.74||11.31||14.69||72,526||73,292||71,749||72,401
|-
!Group
|10||8||2||6||13.98||13.31||18.69||70,343||71,077||69,865||70,493
|-
!II
|11||10||2||8||14.31||13.31||18.69||70,838||71,577||70,289||70,922
|-
| ||12||12||2||10||14.11||13.31||18.69||71,207||71,951||70,607||71,243
|-
| ||13||14||4||10||13.71||14.31||17.69||71,572||72,322||70,922||71,562
|-
| ||14||16||4||12||13.98||12.31||17.69||71,832||72,585||71,146||71,789
|-
| ||15||18||6||12||13.98||11.31||16.69||72,004||72,760||71,295||71,940
|-
| ||16||20||6||14||13.60||11.31||16.69||72,259||73,019||71,516||72,164
|-
| ||17||22||6||16||13.06||11.31||16.69||72,427||73,190||71,662||72,312
|-
| ||18||24||8||16||13.06||10.31||15.69||72,526||73,292||71,749||72,401
|}

'''Section Properties''' 
'''Beam Type 3 -- 8" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|459.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|17.49||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|72,106||in4
|-
|align="right"|Depth=
|align="center"|39||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||13.49||14.49||17.51||75,470||76,191||74,990||75,607
|-
!I
|2||10||4||6||14.16||14.49||17.51||75,977||76,703||75,425||76,046
|-
| ||3||12||4||8||13.99||14.49||17.51||76,357||77,087||75,752||76,376
|-
| ||4||14||6||8||13.99||13.49||16.51||76,628||77,363||75,986||76,613
|-
| ||5||16||6||10||13.89||13.49||16.51||77,002||77,740||76,308||76,939
|-
| ||6||18||8||10||13.89||12.49||15.51||77,182||77,923||76,464||77,096
|-
| ||7||20||8||12||13.49||12.49||15.51||77,446||78,191||76,692||77,328
|-
| ||8||22||8||14||12.92||12.49||15.51||77,622||78,370||76,845||77,483
|-
| ||9||24||10||14||12.92||11.49||14.51||77,728||78,479||76,938||77,577
|-
!Group
|10||8||2||6||14.16||13.49||18.51||75,470||76,191||74,990||75,607
|-
!II
|11||10||2||8||14.49||13.49||18.51||75,977||76,703||75,425||76,046
|-
| ||12||12||2||10||14.29||13.49||18.51||76,357||77,087||75,752||76,376
|-
| ||13||14||4||10||13.89||14.49||17.51||76,733||77,468||76,076||76,704
|-
| ||14||16||4||12||14.16||12.49||17.51||77,002||77,740||76,308||76,939
|-
| ||15||18||6||12||14.16||11.49||16.51||77,182||77,923||76,464||77,096
|-
| ||16||20||6||14||13.78||11.49||16.51||77,446||78,191||76,692||77,328
|-
| ||17||22||6||16||13.24||11.49||16.51||77,622||78,370||76,845||77,483
|-
| ||18||24||8||16||13.24||10.49||15.51||77,728||78,479||76,938||77,577
|}

'''Section Properties''' 
'''Beam Type 4 -- 6" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|428.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|19.54||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|92,450||in4
|-
|align="right"|Depth=
|align="center"|45||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||15.54||16.54||21.46||97,077||98,118||96,416||97,308
|-
!I
|2||10||4||6||16.21||16.54||21.46||97,727||98,775||96,974||97,872
|-
| ||3||12||4||8||16.04||16.54||21.46||98,231||99,286||97,408||98,310
|-
| ||4||14||6||8||16.04||15.54||20.46||98,608||99,669||97,733||98,640
|-
| ||5||16||6||10||15.94||15.54||20.46||99,103||100,170||98,160||99,071
|-
| ||6||18||8||10||15.94||14.54||19.46||99,368||100,441||98,390||99,305
|-
| ||7||20||8||12||15.54||14.54||19.46||99,735||100,813||98,707||99,626
|-
| ||8||22||8||14||14.97||14.54||19.46||99,995||101,078||98,933||99,856
|-
| ||9||24||8||16||15.29||12.54||19.46||100,168||101,254||99,083||100,009
|-
| ||10||26||10||16||15.29||11.54||18.46||100,271||101,360||99,174||100,102
|-
| ||11||28||10||18||15.32||9.54||18.46||100,323||101,414||99,220||100,149
|-
!Group
|12||8||2||6||16.21||15.54||22.46||97,077||98,118||96,416||97,308
|-
!II
|13||10||2||8||16.54||15.54||22.46||97,727||98,775||96,974||97,872
|-
| ||14||12||4||8||16.04||16.54||21.46||98,231||99,286||97,408||98,310
|-
| ||15||14||4||10||15.94||16.54||21.46||98,730||99,792||97,838||98,745
|-
| ||16||16||4||12||16.21||14.54||21.46||99,103||100,170||98,160||99,071
|-
| ||17||16||6||10||15.94||15.54||20.46||99,103||100,170||98,160||99,071
|-
| ||18||18||6||12||16.21||13.54||20.46||99,368||100,441||98,390||99,305
|-
| ||19||20||6||14||15.83||13.54||20.46||99,735||100,813||98,707||99,626
|-
| ||20||22||6||16||15.29||13.54||20.46||99,995||101,078||98,933||99,856
|-
| ||21||24||6||18||15.32||11.54||20.46||100,168||101,254||99,083||100,009
|-
| ||22||26||6||20||15.14||9.54||20.46||100,271||101,360||99,174||100,102
|-
| ||23||26||8||18||15.32||10.54||19.46||100,271||101,360||99,174||100,102
|-
| ||24||28||6||22||14.81||7.54||20.46||100,323||101,414||99,220||100,149
|-
| ||25||28||8||20||15.14||8.54||19.46||100,323||101,414||99,220||100,149
|-
| ||26||30||8||22||14.81||6.54||19.46||100,341||101,433||99,236||100,166
|-
| ||27||32||8||24||14.37||4.54||19.46||100,342||101,435||99,238||100,168
|}

'''Section Properties''' 
'''Beam Type 4 -- 7" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|473.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|19.82||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|100,400||in4
|-
|align="right"|Depth=
|align="center"|45||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||15.82||16.82||21.18||105,048||106,065||104,384||105,256
|-
!I
|2||10||4||6||16.49||16.82||21.18||105,719||106,743||104,960||105,837
|-
| ||3||12||4||8||16.32||16.82||21.18||106,242||107,272||105,410||106,291
|-
| ||4||14||6||8||16.32||15.82||20.18||106,636||107,671||105,750||106,635
|-
| ||5||16||6||10||16.22||15.82||20.18||107,151||108,192||106,193||107,083
|-
| ||6||18||8||10||16.22||14.82||19.18||107,431||108,476||106,436||107,328
|-
| ||7||20||8||12||15.82||14.82||19.18||107,815||108,866||106,768||107,664
|-
| ||8||22||8||14||15.25||14.82||19.18||108,090||109,145||107,007||107,906
|-
| ||9||24||8||16||15.57||12.82||19.18||108,275||109,334||107,168||108,070
|-
| ||10||26||10||16||15.57||11.82||18.18||108,388||109,449||107,266||108,171
|-
| ||11||28||10||18||15.60||9.82||18.18||108,446||109,510||107,318||108,224
|-
!Group
|12||8||2||6||16.49||15.82||22.18||105,048||106,065||104,384||105,256
|-
!II
|13||10||2||8||16.82||15.82||22.18||105,719||106,743||104,960||105,837
|-
| ||14||12||4||8||16.32||16.82||21.18||106,242||107,272||105,410||106,291
|-
| ||15||14||4||10||16.22||16.82||21.18||106,760||107,796||105,857||106,742
|-
| ||16||16||4||12||16.49||14.82||21.18||107,151||108,192||106,193||107,083
|-
| ||17||16||6||10||16.22||15.82||20.18||107,151||108,192||106,193||107,083
|-
| ||18||18||6||12||16.49||13.82||20.18||107,431||108,476||106,436||107,328
|-
| ||19||20||6||14||16.11||13.82||20.18||107,815||108,866||106,768||107,664
|-
| ||20||22||6||16||15.57||13.82||20.18||108,090||109,145||107,007||107,906
|-
| ||21||24||6||18||15.60||11.82||20.18||108,275||109,334||107,168||108,070
|-
| ||22||26||6||20||15.42||9.82||20.18||108,388||109,449||107,266||108,171
|-
| ||23||26||8||18||15.60||10.82||19.18||108,388||109,449||107,266||108,171
|-
| ||24||28||6||22||15.09||7.82||20.18||108,446||109,510||107,318||108,224
|-
| ||25||28||8||20||15.42||8.82||19.18||108,446||109,510||107,318||108,224
|-
| ||26||30||8||22||15.09||6.82||19.18||108,469||109,533||107,338||108,245
|-
| ||27||32||8||24||14.65||4.82||19.18||108,472||109,537||107,341||108,248
|}

'''Section Properties''' 
'''Beam Type 4 -- 8" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|518.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|20.06||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|108,288||in4
|-
|align="right"|Depth=
|align="center"|45||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||16.06||17.06||20.94||112,955||113,952||112,289||113,143
|-
!I
|2||10||4||6||16.73||17.06||20.94||113,645||114,648||112,881||113,739
|-
| ||3||12||4||8||16.56||17.06||20.94||114,185||115,193||113,345||114,208
|-
| ||4||14||6||8||16.56||16.06||19.94||114,594||115,607||113,698||114,563
|-
| ||5||16||6||10||16.46||16.06||19.94||115,126||116,144||114,156||115,026
|-
| ||6||18||8||10||16.46||15.06||18.94||115,419||116,442||114,409||115,282
|-
| ||7||20||8||12||16.06||15.06||18.94||115,818||116,846||114,755||115,631
|-
| ||8||22||8||14||15.49||15.06||18.94||116,107||117,138||115,004||115,884
|-
| ||9||24||8||16||15.81||13.06||18.94||116,303||117,337||115,175||116,057
|-
| ||10||26||10||16||15.81||12.06||17.94||116,424||117,461||115,281||116,165
|-
| ||11||28||10||18||15.84||10.06||17.94||116,489||117,528||115,338||116,223
|-
!Group
|12||8||2||6||16.73||16.06||21.94||112,955||113,952||112,289||113,143
|-
!II
|13||10||2||8||17.06||16.06||21.94||113,645||114,648||112,881||113,739
|-
| ||14||12||4||8||16.56||17.06||20.94||114,185||115,193||113,345||114,208
|-
| ||15||14||4||10||16.46||17.06||20.94||114,720||115,734||113,806||114,673
|-
| ||16||16||4||12||16.73||15.06||20.94||115,126||116,144||114,156||115,026
|-
| ||17||16||6||10||16.46||16.06||19.94||115,126||116,144||114,156||115,026
|-
| ||18||18||6||12||16.73||14.06||19.94||115,419||116,442||114,409||115,282
|-
| ||19||20||6||14||16.35||14.06||19.94||115,818||116,846||114,755||115,631
|-
| ||20||22||6||16||15.81||14.06||19.94||116,107||117,138||115,004||115,884
|-
| ||21||24||6||18||15.84||12.06||19.94||116,303||117,337||115,175||116,057
|-
| ||22||26||6||20||15.66||10.06||19.94||116,424||117,461||115,281||116,165
|-
| ||23||26||8||18||15.84||11.06||18.94||116,424||117,461||115,281||116,165
|-
| ||24||28||6||22||15.33||8.06||19.94||116,489||117,528||115,338||116,223
|-
| ||25||28||8||20||15.66||9.06||18.94||116,489||117,528||115,338||116,223
|-
| ||26||30||8||22||15.33||7.06||18.94||116,515||117,555||115,361||116,247
|-
| ||27||32||8||24||14.89||5.06||18.94||116,520||117,560||115,366||116,252
|}

'''Section Properties''' 
'''Beam Type 6 -- 6.5" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|643.6||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|25.92||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|235,735||in4
|-
|align="right"|Depth=
|align="center"|54||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || ||[[#e1, e2, e3, I_initial & I_final|Iinitial]]||[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#6||A1 Bars 2-#6
|-
!Group
|1||14||4||10||23.52||22.92||23.08||248,115||246,353
|-
!I
|2||16||4||12||23.25||22.92||23.08||249,115||247,213
|-
| ||3||18||6||12||23.25||21.92||22.08||249,933||247,918
|-
| ||4||20||6||14||23.06||21.92||22.08||250,920||248,769
|-
| ||5||22||6||16||22.92||21.92||22.08||251,901||249,616
|-
| ||6||24||8||16||22.92||20.92||21.08||252,545||250,173
|-
| ||7||26||8||18||22.59||20.92||21.08||253,342||250,862
|-
| ||8||28||8||20||22.32||20.92||21.08||254,133||251,547
|-
| ||9||30||10||20||22.32||19.92||20.08||254,626||251,975
|-
| ||10||32||10||22||22.10||19.92||20.08||255,408||252,653
|-
| ||11||34||10||24||21.75||19.92||20.08||256,032||253,195
|-
| ||12||36||10||26||21.46||19.92||20.08||256,651||253,734
|-
| ||13||38||12||26||21.46||18.92||19.08||257,011||254,048
|}

'''Section Properties''' 
'''Beam Type 6 -- 7.5" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|697.6||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|26.00||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|248,915||in4
|-
|align="right"|Depth=
|align="center"|54||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || ||[[#e1, e2, e3, I_initial & I_final|Iinitial]]||[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#6||A1 Bars 2-#6
|-
!Group
|1||14||4||10||23.60||23.00||23.00||262,852||260,864
|-
!I
|2||16||4||12||23.33||23.00||23.00||263,868||261,737
|-
| ||3||18||6||12||23.33||22.00||22.00||264,701||262,454
|-
| ||4||20||6||14||23.14||22.00||22.00||265,707||263,319
|-
| ||5||22||6||16||23.00||22.00||22.00||266,706||264,180
|-
| ||6||24||8||16||23.00||21.00||21.00||267,365||264,749
|-
| ||7||26||8||18||22.67||21.00||21.00||268,178||265,452
|-
| ||8||28||8||20||22.40||21.00||21.00||268,987||266,150
|-
| ||9||30||10||20||22.40||20.00||20.00||269,493||266,589
|-
| ||10||32||10||22||22.18||20.00||20.00||270,294||267,282
|-
| ||11||34||10||24||21.83||20.00||20.00||270,933||267,836
|-
| ||12||36||10||26||21.54||20.00||20.00||271,569||268,387
|-
| ||13||38||12||26||21.54||19.00||19.00||271,941||268,712
|}

'''Section Properties''' 
'''Beam Type 6 -- 8.5" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|751.6||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|26.07||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|262,087||in4
|-
|align="right"|Depth=
|align="center"|54||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || ||[[#e1, e2, e3, I_initial & I_final|Iinitial]]||[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 2-#6||A1 Bars 2-#6
|-
!Group
|1||14||4||10||23.67||23.07||22.93||276,043||274,052
|-
!I
|2||16||4||12||23.40||23.07||22.93||277,068||274,932
|-
| ||3||18||6||12||23.40||22.07||21.93||277,908||275,656
|-
| ||4||20||6||14||23.21||22.07||21.93||278,922||276,528
|-
| ||5||22||6||16||23.07||22.07||21.93||279,930||277,396
|-
| ||6||24||8||16||23.07||21.07||20.93||280,596||277,971
|-
| ||7||26||8||18||22.74||21.07||20.93||281,418||278,680
|-
| ||8||28||8||20||22.47||21.07||20.93||282,236||279,386
|-
| ||9||30||10||20||22.47||20.07||19.93||282,750||279,831
|-
| ||10||32||10||22||22.25||20.07||19.93||283,559||280,531
|-
| ||11||34||10||24||21.90||20.07||19.93||284,207||281,093
|-
| ||12||36||10||26||21.61||20.07||19.93||284,851||281,651
|-
| ||13||38||12||26||21.61||19.07||18.93||285,230||281,981
|}

'''Section Properties''' 
'''Beam Type 7 -- 6" Web''' 
'''Bulb-Tee Girder'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|787.4||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|37.58||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|571,047||in4
|-
|align="right"|Depth=
|align="center"|72.5||in
|-
|align="right"|Strand Size=
|align="center"|½||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|4.5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|6||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || ||[[#e1, e2, e3, I_initial & I_final|Iinitial]]||[[#e1, e2, e3, I_initial & I_final|Ifinal]]
|-
!valign="top|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final|e1]]||[[#e1, e2, e3, I_initial & I_final|e2]]||[[#e1, e2, e3, I_initial & I_final|e3]]||A1 Bars 4-#6||A1 Bars 4-#6
|-
!Group
|1||14||4||10||35.58||34.58||29.92||603,636||598,983
|-
!I
|2||16||4||12||35.25||34.58||29.92||606,025||601,033
|-
| ||3||18||6||12||35.25||33.58||28.92||608,125||602,838
|-
| ||4||20||6||14||35.01||33.58||28.92||610,490||604,871
|-
| ||5||22||6||16||34.83||33.58||28.92||612,843||606,895
|-
| ||6||24||8||16||34.83||32.58||27.92||614,652||608,453
|-
| ||7||26||8||18||34.69||32.58||27.92||616,981||610,459
|-
| ||8||28||8||20||34.58||32.58||27.92||619,299||612,457
|-
| ||9||30||10||20||34.58||31.58||26.92||620,839||613,788
|-
| ||10||32||10||22||34.31||31.58||26.92||622,864||615,536
|-
| ||11||34||10||24||34.08||31.58||26.92||624,878||617,276
|-
| ||12||36||10||26||33.89||31.58||26.92||626,881||619,009
|-
| ||13||38||10||28||33.58||31.58||26.92||628,622||620,517
|-
| ||14||40||12||28||33.58||30.58||25.92||629,902||621,627
|}

===751.22.3.5 Beam Section Properties Tables - Higher Concrete Strength===

<div id="e1, e2, e3, I_initial & I_final 1"></div>
The properties of prestressed I-girders in the following tables are valid for <math>\, f'_{ci}</math> = 5 ksi and <math>\, f'_c</math> = 7 ksi. The modular ratio , ''<math>\, n</math>'', is 7 for the initial moment of inertia, <math>\, I_{initial}</math>, and 6 for the final moment of inertia, <math>\, I_{final}</math>.

Note: Moments of inertia, <math>\, I_{initial}</math> and <math>\, I_{final}</math> are computed based on transformed non-composite section and are used in camber calculations. A1 Bar locations are assumed at 3" from the top of girder.

Definitions used in tables are:
{|border="0" cellpadding="5"
|Section Area||=||Gross area of girder, (in.2)
|-
|Section <math>\, Y_b</math> ||=||Distance from bottom of girder to center of gravity of non-transformed non-composite section, (in.)
|-
| <math>\, I_{nontransformed}</math> ||=||Moment of inertia of non-transformed non-composite section, (in.4)
|-
|Depth||=||Height of girder, (in.)
|-
|Strand size||=||Strand diameter, (in.)
|-
|e1*||=||Eccentricity between centroid of straight strands (CSS) and center of gravity of non-transformed non-composite section (CGB) as shown in figure below, (in.)
|-
|e2*||=||Eccentricity between centroid of harped strands (CHS) and center of gravity of non-transformed non-composite section (CGB) at midspan as shown in figure below, (in.)
|-
|e3*||=||Eccentricity between centroid of harped strands (CHS) and center of gravity of non-transformed non-composite section (CGB) at the end of girder as shown in figure below, (in.)
|}

<math>\, *</math> A more accurate value can be used based on transformed non-composite section. The final camber calculation will not be significantly different using values between transformed and non-transformed sections.

<center>[[Image:751.22_Girder_Plan_showing_strands.gif]]</center>

'''Steps for detailing strand patterns from Prestressed Beam Tables'''
#For strand locations at mid-span of girder: Look up the "Total Number of Strands" value for the corresponding strand pattern number. The strands will then be located at that number and all numbers below that number. Ex. For 14 total strands, the strands will be placed at all locations numbered ≤14.
#For harped strand locations at end of girder: Look up the "Number of Harped Strands" value for the corresponding strand pattern number. The strands will then be located at that number and all numbers below that number. Ex. For 6 harped strands, the strands will be placed at all locations numbered ≤6.

<center>[[Image:751.22_Girder_Section_showing_strands.gif]]</center>

:::::::::::'''GROUP I'''

'''Section Properties''' 
'''Beam Type 2 -- 6" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|310.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|14.08||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|33,974||in4
|-
|align="right"|Depth=
|align="center"|32||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" text-align="center"

| || || || || || || || 
|align="center" colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]
|align="center" colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
| 
|align="center"|#
|align="center"|T
|align="center"|H
|align="center"|S
|align="center"|[[#e1, e2, e3, I_initial & I_final 1|e1]]
|align="center"|[[#e1, e2, e3, I_initial & I_final 1|e2]]
|align="center"|[[#e1, e2, e3, I_initial & I_final 1|e3]]
|align="center"|A1 Bars 2-#5
|align="center"|A1 Bars 2-#6
|align="center"|A1 Bars 2-#5
|align="center"|A1 Bars, 2-#6
|-
!Group
|align="center"|1
|align="center"|8
|align="center"|4
|align="center"|4
|align="center"|11.08
|align="center"|11.08
|align="center"|13.92
|align="center"|36,407
|align="center"|36,838
|align="center"|36,062
|align="center"|36,429
|-
!I
|align="center"|2
|align="center"|10
|align="center"|4
|align="center"|6
|align="center"|11.41
|align="center"|11.08
|align="center"|13.92
|align="center"|36,828
|align="center"|37,265
|align="center"|36,424
|align="center"|36,797
|-
| 
|align="center"|3
|align="center"|12
|align="center"|6
|align="center"|6
|align="center"|11.41
|align="center"|10.08
|align="center"|12.92
|align="center"|36,983
|align="center"|37,424
|align="center"|36,559
|align="center"|36,935
|-
| 
|align="center"|4
|align="center"|14
|align="center"|6
|align="center"|8
|align="center"|11.08
|align="center"|10.08
|align="center"|12.92
|align="center"|37,265
|align="center"|37,711
|align="center"|36,804
|align="center"|37,183
|-
| 
|align="center"|5
|align="center"|16
|align="center"|8
|align="center"|8
|align="center"|11.08
|align="center"|9.08
|align="center"|11.92
|align="center"|37,304
|align="center"|37,753
|align="center"|36,839
|align="center"|37,221
|-
| 
|align="center"|6
|align="center"|18
|align="center"|8
|align="center"|10
|align="center"|10.48
|align="center"|9.08
|align="center"|11.92
|align="center"|37,465
|align="center"|37,917
|align="center"|36,980
|align="center"|37,364
|-
!Group
|align="center"|7
|align="center"|8
|align="center"|2
|align="center"|6
|align="center"|11.41
|align="center"|10.08
|align="center"|14.92
|align="center"|36,407
|align="center"|36,837
|align="center"|36,061
|align="center"|36,429
|-
!II
|align="center"|8
|align="center"|10
|align="center"|2
|align="center"|8
|align="center"|11.58
|align="center"|10.08
|align="center"|14.92
|align="center"|36,829
|align="center"|37,265
|align="center"|36,425
|align="center"|36,797
|-
| 
|align="center"|9
|align="center"|12
|align="center"|4
|align="center"|8
|align="center"|11.08
|align="center"|11.08
|align="center"|13.92
|align="center"|37,112
|align="center"|37,553
|align="center"|36,670
|align="center"|37,046
|-
| 
|align="center"|10
|align="center"|14
|align="center"|4
|align="center"|10
|align="center"|11.28
|align="center"|9.08
|align="center"|13.92
|align="center"|37,265
|align="center"|37,711
|align="center"|36,804
|align="center"|37,183
|-
| 
|align="center"|11
|align="center"|16
|align="center"|6
|align="center"|10
|align="center"|11.28
|align="center"|8.08
|align="center"|12.92
|align="center"|37,304
|align="center"|37,753
|align="center"|36,839
|align="center"|37,221
|-
| 
|align="center"|12
|align="center"|18
|align="center"|6
|align="center"|12
|align="center"|10.75
|align="center"|8.08
|align="center"|12.92
|align="center"|37,466
|align="center"|37,918
|align="center"|36,981
|align="center"|37,365
|-
| 
|align="center"|13
|align="center"|20
|align="center"|6
|align="center"|14
|align="center"|10.65
|align="center"|6.08
|align="center"|12.92
|align="center"|37,409
|align="center"|37,864
|align="center"|36,934
|align="center"|37,320
|}

'''Section Properties''' 
'''Beam Type 2 -- 7" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|342.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|14.26||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|36,812||in4
|-
|align="right"|Depth=
|align="center"|32||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||11.26||11.26||13.74||39,272||39,691||38,922||39,281
|-
!I
|2||10||4||6||11.59||11.26||13.74||39,706||40,132||39,297||39,660
|-
| ||3||12||6||6||11.59||10.26||12.74||39,871||40,300||39,440||39,806
|-
| ||4||14||6||8||11.26||10.26||12.74||40,165||40,599||39,695||40,064
|-
| ||5||16||8||8||11.26||9.26||11.74||40,211||40,648||39,736||40,108
|-
| ||6||18||8||10||10.66||9.26||11.74||40,382||40,822||39,885||40,259
|-
!Group
|7||8||2||6||11.59||10.26||14.74||39,271||39,691||38,921||39,280
|-
!II
|8||10||2||8||11.76||10.26||14.74||39,707||40,133||39,297||39,660
|-
| ||9||12||4||8||11.26||11.26||13.74||40,002||40,432||39,553||39,919
|-
| ||10||14||4||10||11.46||9.26||13.74||40,165||40,599||39,695||40,064
|-
| ||11||16||6||10||11.46||8.26||12.74||40,211||40,648||39,736||40,108
|-
| ||12||18||6||12||10.93||8.26||12.74||40,383||40,823||39,886||40,260
|-
| ||13||20||6||14||10.83||6.26||12.74||40,331||40,773||39,843||40,219
|}

'''Section Properties ''' 
'''Beam Type 2 -- 8" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|374.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|14.41||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|39,632||in4
|-
|align="right"|Depth=
|align="center"|32||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||11.41||11.41||13.59||42,114||42,525||41,761||42,113
|-
!I
|2||10||4||6||11.74||11.41||13.59||42,561||42,977||42,146||42,502
|-
| ||3||12||6||6||11.74||10.41||12.59||42,734||43,154||42,296||42,654
|-
| ||4||14||6||8||11.41||10.41||12.59||43,039||43,463||42,560||42,921
|-
| ||5||16||8||8||11.41||9.41||11.59||43,091||43,518||42,607||42,970
|-
| ||6||18||8||10||10.81||9.41||11.59||43,270||43,700||42,764||43,129
|-
!Group
|7||8||2||6||11.74||10.41||14.59||42,114||42,525||41,761||42,112
|-
!II
|8||10||2||8||11.91||10.41||14.59||42,562||42,978||42,147||42,502
|-
| ||9||12||4||8||11.41||11.41||13.59||42,867||43,288||42,411||42,769
|-
| ||10||14||4||10||11.61||9.41||13.59||43,039||43,463||42,560||42,921
|-
| ||11||16||6||10||11.61||8.41||12.59||43,091||43,518||42,607||42,970
|-
| ||12||18||6||12||11.08||8.41||12.59||43,271||43,701||42,765||43,130
|-
| ||13||20||6||14||10.98||6.41||12.59||43,224||43,655||42,725||43,092
|}

'''Section Properties''' 
'''Beam Type 3 -- 6" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|381.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|17.08||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|61,841||in4
|-
|align="right"|Depth=
|align="center"|39||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||13.08||14.08||17.92||65,603||66,291||65,068||65,656
|-
!I
|2||10||4||6||13.75||14.08||17.92||66,265||66,962||65,638||66,233
|-
| ||3||12||4||8||13.58||14.08||17.92||66,753||67,457||66,060||66,660
|-
| ||4||14||6||8||13.58||13.08||16.92||67,077||67,787||66,341||66,945
|-
| ||5||16||6||10||13.48||13.08||16.92||67,555||68,271||66,755||67,364
|-
| ||6||18||8||10||13.48||12.08||15.92||67,723||68,444||66,903||67,516
|-
| ||7||20||8||12||13.08||12.08||15.92||68,042||68,769||67,182||67,799
|-
| ||8||22||8||14||12.51||12.08||15.92||68,218||68,949||67,336||67,957
|-
| ||9||24||10||14||12.51||11.08||14.92||68,260||68,994||67,376||67,998
|-
!Group
|10||8||2||6||13.75||13.08||18.92||65,604||66,292||65,068||65,657
|-
!II
|11||10||2||8||14.08||13.08||18.92||66,264||66,961||65,637||66,232
|-
| ||12||12||2||10||13.88||13.08||18.92||66,753||67,457||66,060||66,660
|-
| ||13||14||4||10||13.48||14.08||17.92||67,236||67,946||66,477||67,082
|-
| ||14||16||4||12||13.75||12.08||17.92||67,556||68,272||66,756||67,366
|-
| ||15||18||6||12||13.75||11.08||16.92||67,725||68,445||66,904||67,517
|-
| ||16||20||6||14||13.37||11.08||16.92||68,045||68,771||67,184||67,800
|-
| ||17||22||6||16||12.83||11.08||16.92||68,217||68,948||67,336||67,956
|-
| ||18||24||8||16||12.83||10.08||15.92||68,259||68,993||67,375||67,998
|}

'''Section Properties''' 
'''Beam Type 3 -- 7" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|420.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|17.31||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|66,991||in4
|-
|align="right"|Depth=
|align="center"|39||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||13.31||14.31||17.69||70,792||71,464||70,251||70,826
|-
!I
|2||10||4||6||13.98||14.31||17.69||71,477||72,156||70,841||71,420
|-
| ||3||12||4||8||13.81||14.31||17.69||71,985||72,670||71,279||71,864
|-
| ||4||14||6||8||13.81||13.31||16.69||72,326||73,016||71,575||72,163
|-
| ||5||16||6||10||13.71||13.31||16.69||72,823||73,520||72,006||72,599
|-
| ||6||18||8||10||13.71||12.31||15.69||73,006||73,707||72,166||72,762
|-
| ||7||20||8||12||13.31||12.31||15.69||73,342||74,049||72,459||73,060
|-
| ||8||22||8||14||12.74||12.31||15.69||73,532||74,242||72,626||73,229
|-
| ||9||24||10||14||12.74||11.31||14.69||73,584||74,298||72,675||73,280
|-
!Group
|10||8||2||6||13.98||13.31||18.69||70,793||71,465||70,252||70,826
|-
!II
|11||10||2||8||14.31||13.31||18.69||71,476||72,155||70,840||71,420
|-
| ||12||12||2||10||14.11||13.31||18.69||71,985||72,670||71,279||71,864
|-
| ||13||14||4||10||13.71||14.31||17.69||72,487||73,178||71,714||72,303
|-
| ||14||16||4||12||13.98||12.31||17.69||72,825||73,522||72,007||72,600
|-
| ||15||18||6||12||13.98||11.31||16.69||73,007||73,708||72,167||72,764
|-
| ||16||20||6||14||13.60||11.31||16.69||73,344||74,051||72,461||73,061
|-
| ||17||22||6||16||13.06||11.31||16.69||73,531||74,242||72,625||73,229
|-
| ||18||24||8||16||13.06||10.31||15.69||73,584||74,298||72,674||73,280
|}

'''Section Properties''' 
'''Beam Type 3 -- 8" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|459.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|17.49||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|72,106||in4
|-
|align="right"|Depth=
|align="center"|39||in
|-
|align="right"|Strand Size=
|align="center"|0.60||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||13.49||14.49||17.51||75,940||76,598||75,394||75,957
|-
!I
|2||10||4||6||14.16||14.49||17.51||76,642||77,307||75,999||76,567
|-
| ||3||12||4||8||13.99||14.49||17.51||77,166||77,837||76,451||77,023
|-
| ||4||14||6||8||13.99||13.49||16.51||77,520||78,196||76,758||77,334
|-
| ||5||16||6||10||13.89||13.49||16.51||78,034||78,716||77,203||77,783
|-
| ||6||18||8||10||13.89||12.49||15.51||78,229||78,914||77,373||77,956
|-
| ||7||20||8||12||13.49||12.49||15.51||78,580||79,270||77,678||78,265
|-
| ||8||22||8||14||12.92||12.49||15.51||78,781||79,475||77,855||78,445
|-
| ||9||24||10||14||12.92||11.49||14.51||78,843||79,540||77,911||78,504
|-
!Group
|10||8||2||6||14.16||13.49||18.51||75,941||76,599||75,395||75,958
|-
!II
|11||10||2||8||14.49||13.49||18.51||76,641||77,306||75,998||76,566
|-
| ||12||12||2||10||14.29||13.49||18.51||77,166||77,837||76,451||77,023
|-
| ||13||14||4||10||13.89||14.49||17.51||77,684||78,361||76,899||77,476
|-
| ||14||16||4||12||14.16||12.49||17.51||78,036||78,718||77,204||77,785
|-
| ||15||18||6||12||14.16||11.49||16.51||78,230||78,916||77,374||77,957
|-
| ||16||20||6||14||13.78||11.49||16.51||78,582||79,273||77,680||78,267
|-
| ||17||22||6||16||13.24||11.49||16.51||78,780||79,475||77,854||78,444
|-
| ||18||24||8||16||13.24||10.49||15.51||78,842||79,540||77,911||78,503
|}

'''Section Properties''' 
'''Beam Type 4 -- 6" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|428.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|19.54||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|92,450||in4
|-
|align="right"|Depth=
|align="center"|45||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||15.54||16.54||21.46||97,723||98,691||96,972||97,800
|-
!I
|2||10||4||6||16.21||16.54||21.46||98,623||99,602||97,748||98,583
|-
| ||3||12||4||8||16.04||16.54||21.46||99,318||100,305||98,347||99,189
|-
| ||4||14||6||8||16.04||15.54||20.46||99,818||100,812||98,780||99,627
|-
| ||5||16||6||10||15.94||15.54||20.46||100,497||101,501||99,369||100,223
|-
| ||6||18||8||10||15.94||14.54||19.46||100,808||101,818||99,640||100,499
|-
| ||7||20||8||12||15.54||14.54||19.46||101,297||102,314||100,066||100,930
|-
| ||8||22||8||14||14.97||14.54||19.46||101,611||102,634||100,341||101,210
|-
| ||9||24||8||16||15.29||12.54||19.46||101,761||102,789||100,475||101,347
|-
| ||10||26||10||16||15.29||11.54||18.46||101,762||102,794||100,480||101,356
|-
| ||11||28||10||18||15.32||9.54||18.46||101,633||102,667||100,372||101,250
|-
!Group
|12||8||2||6||16.21||15.54||22.46||97,724||98,692||96,973||97,801
|-
!II
|13||10||2||8||16.54||15.54||22.46||98,622||99,601||97,747||98,582
|-
| ||14||12||4||8||16.04||16.54||21.46||99,318||100,305||98,347||99,189
|-
| ||15||14||4||10||15.94||16.54||21.46||100,005||101,001||98,941||99,790
|-
| ||16||16||4||12||16.21||14.54||21.46||100,499||101,503||99,370||100,224
|-
| ||17||16||6||10||15.94||15.54||20.46||100,497||101,501||99,369||100,223
|-
| ||18||18||6||12||16.21||13.54||20.46||100,810||101,819||99,641||100,500
|-
| ||19||20||6||14||15.83||13.54||20.46||101,300||102,317||100,068||100,932
|-
| ||20||22||6||16||15.29||13.54||20.46||101,610||102,633||100,340||101,209
|-
| ||21||24||6||18||15.32||11.54||20.46||101,762||102,790||100,476||101,349
|-
| ||22||26||6||20||15.14||9.54||20.46||101,762||102,794||100,480||101,356
|-
| ||23||26||8||18||15.32||10.54||19.46||101,764||102,796||100,482||101,357
|-
| ||24||28||6||22||14.81||7.54||20.46||101,629||102,663||100,369||101,246
|-
| ||25||28||8||20||15.14||8.54||19.46||101,631||102,666||100,371||101,248
|-
| ||26||30||8||22||14.81||6.54||19.46||101,381||102,417||100,158||101,037
|-
| ||27||32||8||24||14.37||4.54||19.46||101,033||102,069||99,860||100,739
|}

'''Section Properties''' 
'''Beam Type 4 -- 7" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|473.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|19.82||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|100,400||in4
|-
|align="right"|Depth=
|align="center"|45||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||15.82||16.82||21.18||105,729||106,673||104,971||105,778
|-
!I
|2||10||4||6||16.49||16.82||21.18||106,661||107,614||105,773||106,587
|-
| ||3||12||4||8||16.32||16.82||21.18||107,384||108,345||106,396||107,216
|-
| ||4||14||6||8||16.32||15.82||20.18||107,908||108,876||106,850||107,675
|-
| ||5||16||6||10||16.22||15.82||20.18||108,617||109,593||107,464||108,295
|-
| ||6||18||8||10||16.22||14.82||19.18||108,950||109,931||107,753||108,589
|-
| ||7||20||8||12||15.82||14.82||19.18||109,464||110,453||108,201||109,041
|-
| ||8||22||8||14||15.25||14.82||19.18||109,801||110,795||108,495||109,340
|-
| ||9||24||8||16||15.57||12.82||19.18||109,968||110,967||108,644||109,492
|-
| ||10||26||10||16||15.57||11.82||18.18||109,984||110,986||108,661||109,512
|-
| ||11||28||10||18||15.60||9.82||18.18||109,864||110,869||108,562||109,415
|-
!Group
|12||8||2||6||16.49||15.82||22.18||105,730||106,674||104,971||105,779
|-
!II
|13||10||2||8||16.82||15.82||22.18||106,660||107,613||105,772||106,586
|-
| ||14||12||4||8||16.32||16.82||21.18||107,384||108,345||106,396||107,216
|-
| ||15||14||4||10||16.22||16.82||21.18||108,100||109,069||107,015||107,841
|-
| ||16||16||4||12||16.49||14.82||21.18||108,619||109,595||107,465||108,296
|-
| ||17||16||6||10||16.22||15.82||20.18||108,617||109,593||107,464||108,295
|-
| ||18||18||6||12||16.49||13.82||20.18||108,951||109,933||107,755||108,590
|-
| ||19||20||6||14||16.11||13.82||20.18||109,467||110,456||108,203||109,044
|-
| ||20||22||6||16||15.57||13.82||20.18||109,800||110,794||108,484||109,339
|-
| ||21||24||6||18||15.60||11.82||20.18||109,970||110,969||108,645||109,494
|-
| ||22||26||6||20||15.42||9.82||20.18||109,984||110,986||108,661||109,512
|-
| ||23||26||8||18||15.60||10.82||19.18||109,985||110,988||108,663||109,514
|-
| ||24||28||6||22||15.09||7.82||20.18||109,860||110,865||108,559||109,411
|-
| ||25||28||8||20||15.42||8.82||19.18||109,862||110,867||108,561||109,413
|-
| ||26||30||8||22||15.09||6.82||19.18||109,618||110,624||108,353||109,207
|-
| ||27||32||8||24||14.65||4.82||19.18||109,271||110,278||108,056||108,910
|}

'''Section Properties''' 
'''Beam Type 4 -- 8" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|518.9||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|20.06||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|108,288||in4
|-
|align="right"|Depth=
|align="center"|45||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || 
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]
|colspan="2"|[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
!valign="top"|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#5||A1 Bars 2-#6||A1 Bars 2-#5||A1 Bars 2-#6
|-
!Group
|1||8||4||4||16.06||17.06||20.94||113,668||114,591||112,902||113,692
|-
!I
|2||10||4||6||16.73||17.06||20.94||114,627||115,559||113,727||114,523
|-
| ||3||12||4||8||16.56||17.06||20.94||115,375||116,314||114,372||115,174
|-
| ||4||14||6||8||16.56||16.06||19.94||115,921||116,866||114,844||115,651
|-
| ||5||16||6||10||16.46||16.06||19.94||116,655||117,608||115,480||116,291
|-
| ||6||18||8||10||16.46||15.06||18.94||117,007||117,965||115,786||116,601
|-
| ||7||20||8||12||16.06||15.06||18.94||117,544||118,509||116,252||117,073
|-
| ||8||22||8||14||15.49||15.06||18.94||117,900||118,870||116,563||117,387
|-
| ||9||24||8||16||15.81||13.06||18.94||118,084||119,058||119,725||117,553
|-
| ||10||26||10||16||15.81||12.06||17.94||118,112||119,089||116,754||117,584
|-
| ||11||28||10||18||15.84||10.06||17.94||118,001||118,981||116,662||117,494
|-
!Group
|12||8||2||6||16.73||16.06||21.94||113,669||114,592||112,903||113,693
|-
!II
|13||10||2||8||17.06||16.06||21.94||114,626||115,558||113,726||114,522
|-
| ||14||12||4||8||16.56||17.06||20.94||115,375||116,314||114,372||115,174
|-
| ||15||14||4||10||16.46||17.06||20.94||116,116||117,062||115,012||115,819
|-
| ||16||16||4||12||16.73||15.06||20.94||116,657||117,610||115,481||116,293
|-
| ||17||16||6||10||16.46||16.06||19.94||116,655||117,608||115,480||116,291
|-
| ||18||18||6||12||16.73||14.06||19.94||117,009||117,967||115,787||116,603
|-
| ||19||20||6||14||16.35||14.06||19.94||117,547||118,512||116,255||117,075
|-
| ||20||22||6||16||15.81||14.06||19.94||117,899||118,869||116,562||117,387
|-
| ||21||24||6||18||15.84||12.06||19.94||118,085||119,059||116,727||117,554
|-
| ||22||26||6||20||15.66||10.06||19.94||118,112||119,089||116,754||117,584
|-
| ||23||26||8||18||15.84||11.06||18.94||118,113||119,091||116,755||117,585
|-
| ||24||28||6||22||15.33||8.06||19.94||117,997||118,977||116,659||117,490
|-
| ||25||28||8||20||15.66||9.06||18.94||117,999||118,979||116,661||117,493
|-
| ||26||30||8||22||15.33||7.06||18.94||117,760||118,742||116,458||117,291
|-
| ||27||32||8||24||14.89||5.06||18.94||117,415||118,397||116,163||116,996
|}

'''Section Properties''' 
'''Beam Type 6 -- 6.5" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|643.6||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|25.92||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|235,735||in4
|-
|align="right"|Depth=
|align="center"|54||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || ||[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]||[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#6||A1 Bars 2-#6
|-
!Group
|1||14||4||10||23.52||22.92||23.08||251,047||248,880
|-
!I
|2||16||4||12||23.25||22.92||23.08||252,425||250,070
|-
| ||3||18||6||12||23.25||21.92||22.08||253,525||251,022
|-
| ||4||20||6||14||23.06||21.92||22.08||254,886||252,199
|-
| ||5||22||6||16||22.92||21.92||22.08||256,238||253,370
|-
| ||6||24||8||16||22.92||20.92||21.08||257,053||254,081
|-
| ||7||26||8||18||22.59||20.92||21.08||258,130||255,017
|-
| ||8||28||8||20||22.32||20.92||21.08||259,191||255,940
|-
| ||9||30||10||20||22.32||19.92||20.08||259,751||256,433
|-
| ||10||32||10||22||22.10||19.92||20.08||260,803||257,350
|-
| ||11||34||10||24||21.75||19.92||20.08||261,604||258,052
|-
| ||12||36||10||26||21.46||19.92||20.08||262,412||258,760
|-
| ||13||38||12||26||21.46||18.92||19.08||262,739||259,053
|}

'''Section Properties''' 
'''Beam Type 6 -- 7.5" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|697.6||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|26.00||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|248,915||in4
|-
|align="right"|Depth=
|align="center"|54||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || ||[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]||[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#6||A1 Bars 2-#6
|-
!Group
|1||14||4||10||23.60||23.00||23.00||264,293||262,115
|-
!I
|2||16||4||12||23.33||23.00||23.00||265,686||263,318
|-
| ||3||18||6||12||23.33||22.00||22.00||266,801||264,281
|-
| ||4||20||6||14||23.14||22.00||22.00||268,178||265,473
|-
| ||5||22||6||16||23.00||22.00||22.00||269,548||266,658
|-
| ||6||24||8||16||23.00||21.00||21.00||270,378||267,381
|-
| ||7||26||8||18||22.67||21.00||21.00||271,472||268,330
|-
| ||8||28||8||20||22.40||21.00||21.00||272,551||269,269
|-
| ||9||30||10||20||22.40||20.00||20.00||273,125||269,772
|-
| ||10||32||10||22||22.18||20.00||20.00||274,195||270,705
|-
| ||11||34||10||24||21.83||20.00||20.00||275,014||271,420
|-
| ||12||36||10||26||21.54||20.00||20.00||275,839||272,143
|-
| ||13||38||12||26||21.54||19.00||19.00||276,180||272,447
|}

'''Section Properties''' 
'''Beam Type 6 -- 8.5" Web'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|751.6||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|26.07||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|262,087||in4
|-
|align="right"|Depth=
|align="center"|54||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

| || || || || || || || ||[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]||[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
| ||#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 2-#6||A1 Bars 2-#6
|-
!Group
|1||14||4||10||23.67||23.07||22.93||277,522||275,336
|-
!I
|2||16||4||12||23.40||23.07||22.93||278,930||276,549
|-
| ||3||18||6||12||23.40||22.07||21.93||280,057||277,523
|-
| ||4||20||6||14||23.21||22.07||21.93||281,449||278,727
|-
| ||5||22||6||16||23.07||22.07||21.93||282,834||279,925
|-
| ||6||24||8||16||23.07||21.07||20.93||283,678||280,658
|-
| ||7||26||8||18||22.74||21.07||20.93||284,786||281,620
|-
| ||8||28||8||20||22.47||21.07||20.93||285,881||282,571
|-
| ||9||30||10||20||22.47||20.07||19.93||286,468||283,085
|-
| ||10||32||10||22||22.25||20.07||19.93||287,554||284,030
|-
| ||11||34||10||24||21.90||20.07||19.93||288,388||284,758
|-
| ||12||36||10||26||21.61||20.07||19.93||289,228||285,493
|-
| ||13||38||12||26||21.61||19.07||18.93||289,581||285,807
|}

'''Section Properties''' 
'''Beam Type 7 -- 6" Web''' 
'''Bulb-Tee Girder'''

{|border="1" cellpadding="3" cellspacing="0" text-align="right"

|align="right"|Section Area =
|align="center"|787.4||in2
|rowspan="4"| 
{|border="0" cellpadding="0"
|NOTE:||#||=||strand pattern number
|-
| ||T||=||total number of strands
|-
| ||H||=||number of harped strands
|-
| ||S||=||number of straight strands
|}
|-
|align="right"|Section <math>\, Y_b</math> =
|align="center"|37.58||in
|-
|align="right"| <math>\, I_{nontransformed}</math> =
|align="center"|571,047||in4
|-
|align="right"|Depth=
|align="center"|72.5||in
|-
|align="right"|Strand Size=
|align="center"|0.6||in
|-
|align="right"| <math>\, f'_{ci}</math> =
|align="center"|5||ksi
|-
|align="right"| <math>\, f'_c</math> =
|align="center"|7||ksi
|}

{|border="1" cellpadding="5" cellspacing="0" style="text-align:center"

!Cont.
| || || || || || || ||[[#e1, e2, e3, I_initial & I_final 1|Iinitial]]||[[#e1, e2, e3, I_initial & I_final 1|Ifinal]]
|-
!valign="top|Span
|#||T||H||S||[[#e1, e2, e3, I_initial & I_final 1|e1]]||[[#e1, e2, e3, I_initial & I_final 1|e2]]||[[#e1, e2, e3, I_initial & I_final 1|e3]]||A1 Bars 4-#6||A1 Bars 4-#6
|-
!Group
|1||14||4||10||35.58||34.58||29.92||609,994||604,448
|-
!I
|2||16||4||12||35.25||34.58||29.92||613,316||607,307
|-
| ||3||18||6||12||35.25||33.58||28.92||616,196||609,790
|-
| ||4||20||6||14||35.01||33.58||28.92||619,469||612,612
|-
| ||5||22||6||16||34.83||33.58||28.92||622,719||615,417
|-
| ||6||24||8||16||34.83||32.58||27.92||625,140||617,512
|-
| ||7||26||8||18||34.69||32.58||27.92||628,347||620,286
|-
| ||8||28||8||20||34.58||32.58||27.92||631,536||623,046
|-
| ||9||30||10||20||34.58||31.58||26.92||633,518||624,769
|-
| ||10||32||10||22||34.31||31.58||26.92||636,280||627,166
|-
| ||11||34||10||24||34.08||31.58||26.92||639,012||629,539
|-
| ||12||36||10||26||33.89||31.58||26.92||641,737||631,909
|-
| ||13||38||10||28||33.58||31.58||26.92||644,052||633,926
|-
| ||14||40||12||28||33.58||30.58||25.92||645,607||635,289
|}

===751.22.3.6 Girder Reinforcement===

<center>'''Bar Reinforcing Steel Details for MoDOT Standard Girders'''</center>
{|border="1" cellpadding="3" cellspacing="0" style="text-align:center" align="center"

| 
|colspan="13"|TABLE OF DIMENSIONS
|-
| 
|colspan="3"|GIRDER TYPE 2
|colspan="3"|GIRDER TYPE 3
|colspan="3"|GIRDER TYPE 4
|colspan="3"|GIRDER TYPE 6
|GIRDER TYPE 7
|-
|WEB||6"||7"||8"||6"||7"||8"||6"||7"||8"||6½"||7½"||8½"||6"
|-
|"A"||5½"||5½"||5½"||5½"||5½"||5½"||5½"||5½"||5½"||8¾"||8¾"||8¾"||10"
|-
|"B"||4"||4"||4"||4"||4"||4"||4"||4"||4"||4"||4"||4"||4"
|-
|"C"||6"||6"||6"||6"||6"||6"||6"||6"||6"||7"||7"||7"||4½"
|-
|"D"||3¼"||3¼"||3¼"||5⅛"||5⅛"||5⅛"||6¼"||6¼"||6¼"||4⅛"||4⅛"||4⅛"||4⅛"
|-
|"E"||13"||14"||15"||13"||14"||15"||13"||14"||15"||18"||19"||20"||20"
|-
|"F"||2"||2"||2"||2"||2"||2"||2"||2"||2"||3"||3"||3"||7¾"
|-
|"G"||11"||12"||13"||11"||12"||13"||11"||12"||13"||22"||23"||24"||2'-10"
|-
|"H"||2'-6"||2'-6"||2'-6"||3'-1"||3'-1"||3'-1"||3'-7"||3'-7"||3'-7"||4'-4"||4'-4"||4'-4"||5'-10½"
|-
|"I"
|3'-0½"||3'-0½"||3'-0½"||3'-7½"||3'-7½"||3'-7½"||4'-1½"||4'-1½"||4'-1½"||4'-10½"||4'-10½"||4'-10½"||6'-5"
|}

<center>Note: Dimensions shown above are out to out.</center>

{|border="1" cellpadding="1" cellspacing="0" style="text-align:center" align="center"

| 
|colspan="13"|TOTAL BAR LENGTH
|-
| 
|colspan="3"|GIRDER TYPE 2
|colspan="3"|GIRDER TYPE 3
|colspan="3"|GIRDER TYPE 4
|colspan="3"|GIRDER TYPE 6
|GIRDER TYPE 7
|-
|width="32pt"|WEB||width="45pt"|6"||width="45pt"|7"||width="45pt"|8"||width="45pt"|6"||width="45pt"|7"||width="45pt"|8"||width="50pt"|6"||width="50pt"|7"||width="50pt"|8"||width="50pt"|6½"||width="50pt"|7½"||width="50pt"|8½"||width="100pt"|6"
|-
|B1||4'-1"||4'-1"||4'-1"||4'-8"||4'-8"||4'-8"||5'-2"||5'-2"||5'-2"||5'-11"||5'-11"||5'-11"||7'-8"
|-
|B2||3'-6"||3'-6"||3'-6"||4'-1"||4'-1"||4'-1"||4'-7"||4'-7"||4'-7"||5'-4"||5'-4"||5'-4"||7'-0"
|-
|C1||13"||14"||15"||13"||14"||15"||13"||14"||15"||2'-2"||2'-3"||2'-4"||3'-5"
|-
|D1||2'-4"||2'-5"||2'-6"||2'-5"||2'-6"||2'-7"||2'-7"||2'-8"||2'-9"||3'-0"||3'-1"||3'-2"||3'-1"
|}

Note: For girders that have stepped flanges, create new B1 and C1 bars and adjust bar lengths for step heights.

{|border="0" cellpadding="1" cellspacing="0" style="text-align:center" align="center"

|[[Image:751.22.3.6 C1.jpg|200px]]
|rowspan="2"|[[Image:751.22.3.6 B1 and B2.jpg|325px]]
|[[Image:751.22.3.6 C1 Type 7.jpg|225px]]
|-
|valign="top"|C1 BAR
(Girders Type 2-6)
|valign="top"|C1 BAR
(Girder Type 7)
|-
| 
|B1 and B2 Bar
|rowspan="3"|[[Image:751.22_Section_Thru_Girder_Type_7.gif]]
|-
|rowspan="2"|[[Image:751.22_Section_Thru_Girder_2-6.gif]]
|valign="bottom"|[[Image:751.22.3.6 D1.jpg|175px]]
|-
|D1 BAR 
|-
|SECTION THRU GIRDER
(Typical for MoDOT standard girder Type 2-6)
| 
|SECTION THRU GIRDER
(MoDOT standard girder Type 7)
|}

'''Welded Wire Reinforcing Steel Details for NU Standard Girders'''

(See Bridge Standard Drawings for details.)

'''Alternate Bar Reinforcing Steel Details for NU Standard Girders'''

Alternate bar reinforcing steel details shall be provided for all NU girders for all spans.

Details shall be similar to details provided for MoDOT Standard Girders:
: End section reinforcement shall be designed using #6 B2 Bars @ 3 ½” cts.
: C1 bars shall be straight bars without legs.
: All B1 bars shall be epoxy coated.
: B1 bars shall be #4 or #5 bar maximum. (#4 bars are preferred to allow permissible alternate bar shape.)

'''Section Reinforcement Details'''

(Typ. for MoDOT Standard Girder Types 2 thru 6 and NU Standard Girders.)

{|border="0" cellpadding="5" cellspacing="0" align="center"

|colspan="2"|[[Image:751.22_Mild_Steel_Reinforcement.gif]]
|-
|rowspan="2" align="center" width="250pt"|'''MILD STEEL REINFORCEMENT'''
|Guidance: For MoDOT Standard Girder Types 7 or 8, using #6 B1 bars does not provide 1” clearance when center strands are spaced 1” off centerline of girder between hold down devices because of bend radius of #6 bar. Use of #5 bar is preferred. For NU Standard Girders and alternate bar reinforcing steel details, use of #5 bar is preferred similarly.
|-
|Note: B1, B2 and D1 bars shall be placed in pairs. A note on the girder sheet gives the fabricator the option of furnishing the 2-D1 bars as one bar.
|}

{|border="0" cellpadding="5" cellspacing="0" style="text-align:center" align="center"

|[[Image:751.22_B1_Bar_Alternate.gif]]
|-
|'''B1 BAR PERMISSIBLE ALTERNATE SHAPE'''
|-
|Note: Place the above detail on Prestress I-Girder sheets only where #4-B1 reinforcing bars are used.
|}

'''Anchorage Zone Reinforcement'''

The following details meet the criteria for anchorage zone reinforcement for pretensioned girders in [[#751.22.2.4 Shear|EPG 751.22.2.4]] for all MoDOT and NU standard girder shapes.

'''MoDOT Standard Girder End Section Reinforcement'''

[[Image:751.22.3.6 MoDOT Std Girder End Sect Reinf.jpg|675px|center]]

'''NU Standard Girder End Section Reinforcement'''

Typical end section reinforcement shall be all welded wire reinforcement (WWR) or all deformed bars. If additional reinforcement is required with WWR, the following options shall be considered.

[[Image:751.22.3.6 NU Std Girder End Sect Reinf Dec 2010.jpg|700px|center|thumb|
{| style="margin: 1em auto 1em auto"
|-
!align="center" rowspan="2" width=280|Option 1 (Preferred)!!width=120| !!align="center" width=280|Option 2
|-
| ||width=280 align="center"|(Use for heavier reinforcement)
|}
]]

Minimum spacing of reinforcing bars shall be in accordance with LRFD 5.10.3.1.2.

Consideration shall be given to spacing reinforcing bars 1” clear from welded studs on bearing plates (not shown).

'''Bearing Plate Anchor Studs'''

The standard ½" bearing plate will be anchored with four ½" x 4" studs for MoDOT shapes and eight ½” x 5” studs for NU shapes.

If required, increase the number of ½" studs and space between open B2 bars.

The minimum ¼" fillet weld between the ½" bearing plate and 1½" sole plate is adequate for all cases.

'''LFD Seismic Design'''

Studs shall be designed to meet the criteria of 2002 AASHTO 17th Edition Division I-A in Seismic Performance Category C or D.

Stud capacity is determined as follows for:

:Stud Cap. = (n)(As)(0.4Fy)(1.5)

::Where:
:::N = number of studs
:::As = area of stud
:::Fy = yield strength of stud (50 ksi)
:::0.4Fy = Allowable Shear in Pins AASHTO Table 10.32.1A
:::1.5 = seismic overload factor

If required, increase the number of 1/2” studs to six and space between open B2 bars or WWF. If this is still not adequate, 5/8” studs may be used. The following table may be used as a guide for upper limits of dead load reactions:

{|border="1" cellpadding="3" cellspacing="0" style="text-align:center" align="center"
|-
!rowspan="2"|No. of Studs||rowspan="2"| Stud Dia.||colspan="2"|Max Allowable D.L Reaction (kips)
|-
!A = 0.30!! A = 0.36
|-
|4|| 1/2”|| 78 ||65
|-
|6|| 1/2”|| 117 ||98
|-
|4|| 5/8”|| 122|| 102
|-
|6|| 5/8”|| 184|| 153
|-
|8|| 1/2”|| 156|| 130
|-
|10|| 1/2”|| 195|| 163
|-
|8|| 5/8”|| 244|| 204
|-
|10|| 5/8”|| 306|| 255
|}

===751.22.3.7 Bent-up Strands===

'''Bent-up strands for positive moment connection'''

Tables below show the number of bent-up strands for closed and open diaphragms (with a continuous superstructure), respectively. Provide a minimum number of bent-up strands as shown in tables at the bottom of girder ends. These bent-up strands shall be adequate to resist a positive moment over the bents.

<center>[[Image:751.22_Bent_Up_Strands.jpg|750px]]</center>

<math>*</math>     Varies 
<math>**</math>  #5 bars typical at each layer of bent-up strands. 
<math>***</math>  Use 3’-0” projection for NU Girders. 
(1)   #5-strand tie bars normal to girder.

{|border="1" cellpadding="5" style="text-align: center;" align="center"

|rowspan="2"|WEB THICKNESS (INCHES)
|colspan="5"|NUMBER OF BOTTOM STRANDS FOR POSITIVE MOMENT CONNECTION (C)
|-
|BEAM TYPE 2 
|BEAM TYPE 3||BEAM TYPE 4||BEAM TYPE 6||BEAM TYPE 7 (BULB-TEE)
|-
|6||6||6||8||---||12
|-
|6-1/2||---||---||---||10||---
|-
|7(A)||6||8||8||---||---
|-
|7-1/2(B)||---||---||---||12||---
|-
|8(A)||6||8||10||---||---
|-
|8-1/2(B)||---||---||---||12||---
|}
::::::(A) Modified Beam Type 2, 3 or 4.

::::::(B) Modified Beam Type 6.

::::::(C) If available. Otherwise, bend all bottom strands.

{|border="1" cellpadding="5" style="text-align: center;" align="center"

|colspan="5"|NUMBER OF BOTTOM STRANDS FOR POSITIVE MOMENT CONNECTION (C)
|-
|NU 35 || 10
|-
|NU 43 || 10
|-
|NU 53 || 10
|-
|NU 63 || 12
|-
|NU 70 || 12
|}

===751.22.3.8 Camber, Haunching and Girder Steps===

'''Camber'''

Compute theoretical camber of girder at 90 days and show on the plan as a “Theoretical camber of girder after erection (Estimated at 90 days)". Compute theoretical camber of girder at 7 days and show on the plan as a “Theoretical camber of girder after strand release (Estimated at 7 days)". Camber shall be reported to the nearest 1/8 inch.

<div id="Sample detail"></div>

Sample detail:

[[image: 751.22.3.8 camber 2013.jpg|center|850px]]

Show conversion factors for girder camber with camber diagram as per [[751.50 Standard Detailing Notes#(H2c6.1)|EPG 751.50 H2c6.1]].

Note: The example shows Dimension A as greater than Dimension C. When Dimension A is less than Dimension C, modify detail to show this correctly keeping definitions of Dimensions A and C the same. MS Cells are given for each case.

'''Haunching'''

Haunching for a P/S I-girder bridge is the distance between the top of the girder and the bottom of the slab.

Haunching shall be computed at quarter (1/4) points for bridges with spans less than 75 feet, and at tenth (1/10) points for span 75 feet and longer. Haunching shall be reported to the nearest 1/8 inch. A typical theoretical slab haunching diagram as shown below shall be provided on all P/S I-girder bridges.

For full depth cast-in-place decks, a minimum haunch of 1 in. at the centerline of girder and 1/2 in. at the edge of the girder flange shall be provided to allow for construction tolerances and normal concrete variations. For NU and MoDOT Bulb-Tee standard girders, the minimum haunch may need to be increased. See the Structural Project Manager or Structural Liaison Engineer for full depth cast-in-place decks.

For the same reasons the following minimum haunch shall be provided for precast prestressed panel deck slabs:

:1 1/8” for MoDOT standard girders Type 2, 3 and 4

:1 1/4” for MoDOT standard girder Type 6

:1 1/2” for MoDOT standard girders Type 7 and 8 (bulb-tee) and NU standard girders

A minimum of 1 in. shall be made available below the precast prestressed panels to allow for adequate flow of concrete below the panel. This is accomplished by specifying the placement of 1 in. minimum joint filler thickness under all panels.

The following maximum haunch at the centerline of the girder is allowed when prestressed panels are used:

:2 1/2" for MoDOT standard girders Type 2, 3 and 4

:4 1/2” for MoDOT standard girders Type 6, 7 and 8 and NU standard girders

A maximum haunch of 3 1/2 in. is allowed for all girders when only the cast-in-place option is used.

The maximum joint filler thickness to be used for supporting panels shall be 2 inches for MoDOT standard girders Type 2, 3 and 4 or 4 inches for MoDOT standard girders Type 6, 7 and 8 and NU standard girders; the remaining haunch thickness will be addressed by varying the slab thickness.

Sample detail:

[[Image:751.22.3.8 haunch.jpg|center|1025px]]

[[image:751.22.3.8 NU Girder Hairpin.jpg|center|450px|thumb|<center>''' MoDOT Standard Girders Type 6, 7 and 8 and NU Standard Girders '''</center>
<center>1) #4 Hairpin bars at 12 in. centers are required where haunch exceeds 4 inches.</center>]]

'''Girder Steps'''

Steps shall be provided on prestressed girders with precast prestressed panels as shown below to keep the haunch from exceeding 2 in. for MoDOT standard girders Type 2, 3 and 4 or exceeding 4 in. for MoDOT standard girders Type 6, 7 and 8 and NU standard girders. The minimum step height shall be 1/2 in. with 1/2 in. increments with no limit of the number of steps. If the steps accumulate to 1 in. or more, adjust the height of the B1 bars or WWR in 1 in. increments. Length of WWR sections for NU girders should be based on shear and confinement requirements before adjusting height to avoid multiple short length sections.

<center>[[Image:751.22_Girder_Steps.gif]]</center>
{|border="0" cellpadding="5" style="text-align: center;"

|width="575pt"|PART ELEVATION OF GIRDER
|width="125pt"|SECTION A-A
|}

<center>'''Girder Top Flange Step Example'''</center>

'''Top of Girder'''

Tops of girders, for bridges with a superelevation of more than 2 percent, shall be sloped across the top flange to match the superelevation as shown below. The minimum thickness of the top flange shall be the standard flange thickness and the overall height at the minimum point shall be the standard girder height.

NU and MoDOT Bulb-Tee standard girders with top flanges exceeding a 4 percent cross-slope may experience sweep after form removal because of the unsymmetrical section and a resulting imbalanced prestressed load. It is recommended that the flange thickness be increased to only half of that required (but less than or equal to 4 percent cross-slope) and the height difference mitigated using thicker joint filler on the high side. If thicker joint filler cannot be fully used to compensate for the height difference, the extra load of a thicker slab must be accounted for in the design of the girders.

<center>[[Image:751.22_Superelevation_Slope.gif]]</center>

<center>'''Top Flange Slope with Superelevation'''</center>

===751.22.3.9 Open Intermediate Bent Diaphragms===

'''(Expansion Intermediate Bent with Continuous Slab) '''

'''Dimensions:'''

<center>[[Image:751.22.3.9 Open Int Dimensions Part Elev.jpg|800px]]</center>

{|border="0" cellpadding="5" style="text-align:center"

|width="70"| ||width="300"|'''PART ELEVATION FOR BULB-TEE GIRDERS'''
|width="425"|'''PART ELEVATION'''
|}

<center>[[Image:751.22.3.9 Open Int Dimensions Part Plan.jpg|800px]]</center>

<center>'''PART PLAN'''</center>

{|border="0" cellpadding="5" style="text-align:center"

|[[Image:751.22.3.9 Open Int Dimensions Part Sec AA.jpg|300px]]   '''PART SECTION A-A'''
|align="left" width="200"|'''*''' A sloped diaphragm allows clearance for the future placement of jacks needed to replace bearings.

'''**''' For Bulb-Tee Girder, spacings less than 8'-8" dimensions A, B & C may have to be modified.

'''***''' Make sure the diaphragm is wide enough to provide enough cover for the Coil Tie Rods.

'''****''' Not given on plans.
|
{|border="1" cellpadding="5" style="text-align:center"

|rowspan="2"|GIRDER TYPE
|colspan="3"|DIMENSIONS
|-
|A 
|B
|C
|-
|TYPE 2 2'-8"
|12"||15"||13"
|-
|TYPE 3 3'-3"
|17"||15"||19"
|-
|TYPE 4 3'-9"
|19"||18"||21"
|-
|TYPE 6 4'-6"
|2'-3"||21"||2'-1"
|-
|BULB-TEE 6'-0½ *
|3'-0"||2'-6½"||2'-9"
|-
|NU 35|| ****|| 18”|| 14”
|-
|NU 43|| ****|| 18”|| 19”
|-
|NU 53|| ****|| 20”|| 22”
|-
|NU 63|| ****|| 2’-0”|| 2’-0”
|-
|NU 70|| ****|| 2’-4”|| 2’-7”
|}
|}

'''(Expansion Intermediate Bent with Continuous Slab) '''

'''Coil Tie Rod:'''

<center>[[Image:751.22.3.9 Coil Tie Rod Part Elev.jpg|800px]]</center>

<center>'''PART ELEVATION'''</center>

<center>'''*''' 6" (Min.) shall be used for all I-Girders including Bulb-Tee and NU Girders.</center>

<center>[[Image:751.22_Open_Int_Bent_Diaphragms_Coil_Tie_Rod_Part_Section_AA_Details.gif]]</center>

{|border="0" cellpadding="5" style="text-align:center" align="center"

|width="250pt"|'''PART SECTION A-A'''||width="400"|'''DETAILS OF COIL TIE RODS IN BULB-TEE GIRDERS'''
|}

[[image:751.22.3.9 Coil Tie NU.jpg|center|800px]]

'''(Expansion Intermediate Bent with Continuous Slab) '''

'''Reinforcement:'''

<center>[[Image:751.22_Open_Int_Bent_Diaphragms_Reinf_Part_Elevations.gif]]</center>

{|border="0" cellpadding="5" style="text-align:center"

|width="90"| ||width="350"|'''PART ELEVATION FOR BULB-TEE GIRDERS'''
|width="400"|'''PART ELEVATION'''
|}

<center>[[Image:751.22_Open_Int_Bent_Diaphragms_Reinf_Part_Plan.gif]]</center>

<center>'''PART PLAN'''</center>

{|border="0" cellpadding="5" style="text-align:center"

|align="left" valign="top"|(1) For Bulb-Tee Girders, the first #6 Bar shall be placed 10" from the centerline of Web (Top Flange will prevent some Bars from extending into the Slab).
|rowspan="3"|[[Image:751.22_Open_Int_Bent_Diaphragms_Reinf_Part_Section.gif]]
|-
| 
|-
| 
|-
|align="left" valign="bottom"|(*) See Section "A" for the placement of reinforcement. 
(**) Use the same clearance as longitudinal slab steel. 
(***) #5 Bars for each layer of bent up strands.
|'''PART SECTION A-A'''
|}

===751.22.3.10 Closed Intermediate Bent Diaphragms===

'''(Fixed Intermediate Bents with Continuous Slab) Dimensions:'''

<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Dim_Part_Elevations.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="250"|'''PART ELEVATION FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION'''
|}

<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Dim_Part_Plan.gif]]</center>

<center>'''PART PLAN'''</center>

<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Dim_Part_Plan_Showing_Jt_Filler.gif]]</center>

<center>'''PART PLAN''' (Showing Joint Filler)</center>

{|border="0" cellpadding="5" align="center"

|style="text-align:center" valign="top"|[[Image:751.22_Closed_Int_Bent_Diaphragms_Detail_of_Key.gif]]
|(*) Make flush with Bent Caps less than 3'-0" wide. For Bent Caps 3'-0" and over, make Diaphragms 2'-6" wide unless skew requires wider Diaphragm to accommodate Coil Ties.   (**) For tapered bearings or for bearings with different thickness use the following note: "Fill area under girders with Joint Filler."
|}

'''(Expansion Intermediate Bents with Continuous Slab) Dimensions:'''

<center>[[Image:751.22_Closed_Int_Bent_Expansion_Diaphragms_Dim_Part_Elevations.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="250"|'''PART ELEVATION FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION'''
|}

[[image:751.22.3.10 part elev for NU girders, expansion.jpg|center|450px|thumb|<center>'''PART ELEVATION FOR NU GIRDERS'''</center>]]

<center>[[Image:751.22_Closed_Int_Bent_Expansion_Diaphragms_Dim_Part_Plan.gif]]</center>

<center>'''PART PLAN'''</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="400"|[[Image:751.22_Closed_Int_Bent_Expansion_Diaphragms_Dim_Part_Longitudinal_Elevation.gif]]
|style="text-align:left"|(*) Make flush with Bent Caps less than 3'-0" wide. For Bent Caps 3'-0" and over, make Diaphragm 2'-6" wide unless skew requires wider Diaphragm to accommodate Coil Ties.

(**) Use Shear Blocks when Bent Cap steps down in one direction or when there are less than two steps in each direction with maximum step height less than 1 1/2" each.

Shear Blocks shall be detailed parallel to the centerline of roadway and shall be designed to resist 0.20 times the tributary weight where tributary weight is defined as the total bent dead load reaction. See this section for shear block design method.
|-
|'''PART LONGITUDINAL ELEVATION'''
| 
|}

'''(Fixed and Expansion Intermediate Bents with Continuous Slab) Reinforcement (Square Structure):'''

<center>[[Image:751.22_Closed_Int_Bent_Fixed_and_Expansion_Diaphragms_Reinf_Square_Structures_Part_Elevations.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="250"|'''PART ELEVATION FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION'''
|}

[[image:751.22.3.10 part elev for NU girders, fixed and expansion.jpg|center|775px|thumb|<center>'''PART ELEVATION FOR NU GIRDERS'''</center>]]

{|border="0" cellpadding="5" align="center" style="text-align:center"

|align="left"|(1) For Bulb-Tee Girders, the #6 Bar shall be a min. of 15" from centerline of Girder and will not extend past the bottom of the top flange.

(2)For Bulb-Tee Girders, use 3-#4 Bars in each Diaphragm face.

 
 

(*) #5 Bars for each layer of bent up strands.

(**) Use the same clearance as the longitudinal slab steel.

(***) By design, Min. #6 Dowel bars @ 12" cts. (Typ.) (Fixed bent only).
|width="550"|[[Image:751.22_Closed_Int_Bent_Fixed_and_Expansion_Diaphragms_Reinf_Square_Structures_Part_Plan.gif]]
|}

{|border="0" cellpadding="5" align="center" style="text-align:center"

|[[Image:751.22_Closed_Int_Bent_Fixed_and_Expansion_Diaphragms_Reinf_Square_Structures_Part_Elevation_AA.gif]]
|[[Image:751.22_Closed_Int_Bent_Fixed_and_Expansion_Diaphragms_Reinf_Square_Structures_Section_Thru_Diaphragm.gif]]
|-
|'''PART ELEVATION A-A'''
|'''SECTION THRU DIAPHRAGM'''
|}

'''(Fixed and Expansion Intermediate Bents with Continuous Slab) Reinforcement (Skewed Structure):'''

<center>[[Image:751.22_Closed_Int_Bent_Fixed_and_Expansion_Diaphragms_Reinf_Skewed_Structures_Part_Elevations.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="250"|'''PART ELEVATION FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION'''
|}

{|border="0" cellpadding="5" align="center" style="text-align:center"

|align="left"|(1) For Bulb-Tee Girders, the #6 Bar shall be a min. of 15" from centerline of Girder and will not extend past the bottom of the top flange.

(2)For Bulb-Tee Girders, use 3-#4 Bars in each Diaphragm face.

 
 

(*) #5 Bars for each layer of bent up strands.

(**) Omit leg on outside of exterior girder.

(***) By design, Min. #6 Dowel bars @ 12" cts. (Typ.) (Fixed bent only).
|width="550"|[[Image:751.22_Closed_Int_Bent_Fixed_and_Expansion_Diaphragms_Reinf_Skewed_Structures_Part_Plan.gif]]
|}

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="350"|[[Image:751.22_Closed_Int_Bent_Fixed_and_Expansion_Diaphragms_Reinf_Skewed_Structures_Thru_25_Deg.gif]]
|width="350"|[[Image:751.22_Closed_Int_Bent_Fixed_and_Expansion_Diaphragms_Reinf_Skewed_Structures_Over_25_Deg.gif]]
|-
|'''SKEWS THRU 25 DEG.'''
|'''SKEWS OVER 25 DEG.'''
|}

'''(Change in Girder Height at Fixed Bents) General:'''

Change girder heights within a continuous girder series only when specified on Design Layout or by Structural Project Manager.

Girder heights can only be changed at fixed bents for continuous series.

See [http://epg.modot.org/index.php?title=751.11_Bearings#751.11.3.6_Girder.2FBeam_Chairs EPG 751.11.3.6 Girder/Beam Chairs] for additional girder chair details.

'''(Change in Girder Height at Fixed Bents) Reinforcement:'''

<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Reinf_Change_in_Height_at_Fixed_Bents.gif]]</center>

<center>'''PART ELEVATION'''</center>
 
 
<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Reinf_Change_in_Height_at_Fixed_Bents_Part_Plan.gif]]</center>

<center>'''PART PLAN'''</center>

{|border="0" cellpadding="5" align="center"

|(*) By design, min. #6 dowel bars @ 12" cts. (Typ.)

(1) At each layer of bent strands.

(2) For bulb-tee girders, use 3-#4 bars in each diaphragm face.

(3) 3" min. when using beam step.

(4) By design, min. #6 @ 12" cts. dowel bars (Typ.)
|}

<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Reinf_Change_in_Height_at_Fixed_Bents_Part_Section_AA_Thru_Diaphragm.gif]]</center>

<center>'''PART SECTION A-A THRU DIAPHRAGM'''</center>

{|border="0" cellpadding="5" align="center"

|Note: Girder heights can change a maximum of one girder type.

(1) For bulb-tee girders, use 3-#4 bars in each diaphragm face.
|}

'''(Change in Girder Height at Fixed Bents) Edge Distance Details:'''

<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Edge_Distance_Change_in_Height_at_Fixed_Bents_Part_Plan_Skewed.gif]]</center>

<center>'''PART PLAN SKEWED STRUCTURES'''</center>

{|border="0" cellpadding="5" align="center"

|valign="top"|NOTE:||Field bending may be required for #4 and #6 H Bars in skewed structures near short exterior girder.
|}

<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Edge_Distance_Change_in_Height_at_Fixed_Bents_Part_Plan_Square.gif]]</center>

<center>'''PART PLAN SQUARED STRUCTURES'''</center>

(1) When beam width is controlled by girder chair clearance, make diaphragm flush with beam cap.

'''3/4" Chamfer and 1/2" Joint Filler'''

<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Chamfer_&_Joint_Filler_Section.gif]]</center>

<center>'''SECTION THRU INTERMEDIATE DIAPHRAGMS'''</center>

<center>[[Image:751.22_Closed_Int_Bent_Diaphragms_Chamfer_&_Joint_Filler_Detail.gif]]</center>

<center>'''DETAIL "A"'''</center>

===751.22.3.11 Non-integral End Bent Diaphragms===

'''(End Diaphragm with no Expansion Devices) Dimensions:'''

<center>[[Image:751.22.3.11 Non_Int Dimensions Part Elev.jpg|800px]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="175"|'''PART ELEVATION FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION NEAR END BENT'''
|}

<center>[[Image:751.22.3.11 Non Int Dimensions Part Plan.jpg|800px]]</center>

<center>'''PART PLAN NEAR END BENT'''</center>

{|border="0" cellpadding="5" style="text-align:center"

|[[Image:751.22.3.11 Non Int Dimensions Part Sec AA.jpg|400px]]   '''PART SECTION A-A'''
|align="left" width="200"|'''*''' A sloped diaphragm allows clearance for the future placement of jacks needed to replace bearings.   
'''**''' For Bulb-Tee Girder, spacings less than 8'-8" dimensions A, B & C may have to be modified.   '''***''' Make sure the diaphragm is wide enough to provide cover for the coil tie rods.   '''****''' Not given on plans.

|
{|border="1" cellpadding="5" style="text-align:center"

|rowspan="2"|GIRDER TYPE
|colspan="3"|DIMENSIONS
|-
|A 
|B
|C
|-
|TYPE 2 2'-8"
|12"||15"||13"
|-
|TYPE 3 3'-3"
|17"||15"||19"
|-
|TYPE 4 3'-9"
|19"||18"||21"
|-
|TYPE 6 4'-6"
|2'-3"||21"||2'-1"
|-
|BULB-TEE 6'-0½ *
|3'-0"||2'-6½"||2'-9"
|-
|NU 35 || **** ||18”|| 14”
|-
|NU 43 ||**** ||18”|| 19”
|-
|NU 53 ||**** ||20”|| 22”
|-
|NU 63 ||**** ||2’-0”|| 2’-0”
|-
|NU 70 ||**** ||2’-4” ||2’-7”
|}
|}

'''(End Diaphragm with no Expansion Devices) Coil Tie Rods:'''

<center>[[Image:751.22.3.11 Coil Tie Rod Part Elev.jpg|800px]]</center>

<center>'''PART ELEVATION NEAR END BENT'''</center>

{|border="0" cellpadding="5" align="center"

|NOTE:||For location of the Coil Tie Rods in a plan view, see [[#plan of ciol tie rods|Coil Ties]].
|-
| ||'''*''' 6" (Min.) shall be used for all I-Girders including Bulb-Tee and NU Girders.
|}

{|border="0" cellpadding="5" align="center" style="text-align:center"

|[[Image:751.22_Non_Integral_End_Bent_Diaphragms_No_Exp_Device_Coil_Tie_Rods_Part_Section.gif]]
|valign="bottom" colspan="2"|[[Image:751.22_Non_Integral_End_Bent_Diaphragms_No_Exp_Device_Coil_Tie_Rods_Details.gif]]
|-
| ||'''EXTERIOR GIRDERS'''||'''INTERIOR GIRDERS'''
|-
|'''PART SECTION A-A'''||colspan="2"|'''DETAILS OF COIL TIE RODS IN BULB-TEE GIRDERS'''
|}

[[image:751.22.3.9 Coil Tie NU.jpg|center|800px]]

'''(End Diaphragm with no Expansion Devices) Reinforcement:'''

<center>[[Image:751.22_Non_Integral_End_Bent_Diaphragms_No_Exp_Device_Reinforcement_Part_Elevation.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="175"|'''PART ELEVATION NEAR END BENT FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION NEAR END BENT'''
|}

<center>[[Image:751.22_Non_Integral_End_Bent_Diaphragms_No_Exp_Device_Reinforcement_Part_Plan.gif]]</center>

<center>'''PART PLAN NEAR END BENT'''</center>

{|border="0" cellpadding="5"

| ||(1) For Bulb-Tee Girders, the first #6 Bar shall be placed 10" from the centerline of Web (Top Flange will prevent some Bars from extending into the Slab).
|-
|rowspan="3"|[[Image:751.22_Non_Integral_End_Bent_Diaphragms_No_Exp_Device_Reinforcement_Part_Section.gif]]
| 
|-
|NOTE: Bars across end of girders to be continuous.
|-
|(*) Use the same clearance as longitudinal slab steel. (**) Show this dimension Bridge Plan Sheets.
|}

:::::'''PART SECTION A-A'''

'''(End Diaphragm with Expansion Devices) Dimensions:'''

<center>[[Image:751.22.3.11 Non Int Dimensions Part Elev.jpg|800px]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="175"|'''PART ELEVATION FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION NEAR END BENT'''
|}

<center>[[Image:751.22.3.11 Non Int with Expansion Part Plan.jpg|800px]]</center>

<center>'''PART PLAN NEAR END BENT'''</center>

{|border="0" cellpadding="3" style="text-align:center"

|rowspan="3"|[[Image:751.22.3.11 Non Int with Expansion Part Sec AA.jpg|400px]]   '''PART SECTION A-A'''
|align="left" width="140"|'''*''' For Bulb-Tee Girder, spacings less than 8'-8" dimensions A, B & C may have to be modified.
|rowspan="3"|
{|border="1" cellpadding="4" style="text-align:center"

|rowspan="2"|GIRDER TYPE
|colspan="3"|DIMENSIONS
|-
|A 
|B
|C
|-
|TYPE 2 2'-8"
|12"||15"||13"
|-
|TYPE 3 3'-3"
|17"||15"||19"
|-
|TYPE 4 3'-9"
|19"||18"||21"
|-
|TYPE 6 4'-6"
|2'-3"||21"||2'-1"
|-
|BULB-TEE 6'-0½ *
|3'-0"||2'-6½"||2'-9"
|-
|NU 35 ||**** ||18” ||14”
|-
|NU 43 ||**** ||18” ||19”
|-
|NU 53 ||**** ||20” ||22”
|-
|NU 63 ||**** ||2’-0” ||2’-0”
|-
|NU 70 ||**** ||2’-4” ||2’-7”
|}
|-
|align="left"|'''**''' A sloped diaphragm allows clearance for the future placement of jacks needed to replace bearings.
|-
|align="left"| '''***''' Make sure the diaphragm is wide enough to provide cover for the coil tie rods.
|-
|align="left"| '''***''' Not given on plans.
|}

'''(End Diaphragm with Expansion Devices) Coil Tie Rods:'''

<center>[[Image:751.22.3.11 Coil Tie Rod Part Elev.jpg|800px]]</center>

<center>'''PART ELEVATION NEAR END BENT'''</center>

{|border="0" cellpadding="5" align="center"

|NOTE:||For location of the Coil Tie Rods in a plan view, see [[#plan of ciol tie rods|Coil Ties]].
|-
| ||'''*''' 6" (Min.) shall be used for all I-Girders including Bulb-Tee and NU Girders.
|}

{|border="0" cellpadding="5" align="center" style="text-align:center"

|[[Image:751.22_Non_Integral_End_Bent_Diaphragms_with_Exp_Device_Coil_Tie_Rods_Part_Section_AA.gif]]
|valign="bottom" colspan="2"|[[Image:751.22_Non_Integral_End_Bent_Diaphragms_with_Exp_Device_Coil_Tie_Rods_Details.gif]]
|-
| ||'''EXTERIOR GIRDERS'''||'''INTERIOR GIRDERS'''
|-
|'''PART SECTION A-A'''||colspan="2"|'''DETAILS OF COIL TIE RODS IN BULB-TEE GIRDERS'''
|}

[[image:751.22.3.9 Coil Tie NU.jpg|center|800px]]

'''(End Diaphragm with Expansion Devices) Reinforcement:'''

<center>[[Image:751.22_Non_Integral_End_Bent_Diaphragms_with_Exp_Device_Reinforcement_Part_Elevation.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="175"|'''PART ELEVATION NEAR END BENT FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION NEAR END BENT'''
|}

<center>[[Image:751.22_Non_Integral_End_Bent_Diaphragms_with_Exp_Device_Reinforcement_Part_Plan.gif]]</center>

<center>'''PART PLAN NEAR END BENT'''</center>

{|border="0" cellpadding="5"

| ||(1) For Bulb-Tee Girders, the first #6 Bar shall be placed 10" from the centerline of Web (Top Flange will prevent some Bars from extending into the Slab).
|-
|rowspan="3"|[[Image:751.22_Non_Integral_End_Bent_Diaphragms_with_Exp_Device_Reinforcement_Part_Section.gif]]
| 
|-
|NOTE: Epoxy Coat all Reinforcing Steel in the End of Diaphragms.

NOTE: Bars across end of girders to be continuous.
|-
|(*) Use the same clearance as longitudinal slab steel. (**) Show this dimension Bridge Plan Sheets.
|}

:::::'''PART SECTION A-A'''

===751.22.3.12 Non-integral Intermediate Bent Diaphragms===

'''(End Diaphragms with Expansion Device) Dimensions:'''

::::::::::::::::NOTE: Slope at top of Beam Cap and Protective Coating to be used on Structures with Expansion Devices.

<center>[[Image:751.22.3.12 Dimensions Part Elev.jpg|800px]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="175"|'''PART ELEVATION FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION NEAR INT. BENT'''
|}

<center>[[Image:751.22.3.12 Dimensions Part Plan.jpg|800px]]</center>

<center>'''PART PLAN NEAR INT. BENT'''</center>

{|border="0" cellpadding="3" style="text-align:center"

|rowspan="3"|[[Image:751.3.12 Dimensions Part Sec AA.jpg|400px]]   '''PART SECTION A-A'''
|align="left" width="140"|'''*''' A sloped diaphragm allows clearance for the future placement of jacks needed to replace bearings.
|rowspan="3"|
{|border="1" cellpadding="5" style="text-align:center"

|rowspan="2"|GIRDER TYPE
|colspan="3"|DIMENSIONS
|-
|A 
|B
|C
|-
|TYPE 2 2'-8"
|12"||15"||13"
|-
|TYPE 3 3'-3"
|17"||15"||19"
|-
|TYPE 4 3'-9"
|19"||18"||21"
|-
|TYPE 6 4'-6"
|2'-3"||21"||2'-1"
|-
|BULB-TEE 6'-0½ *
|3'-0"||2'-6½"||2'-9"
|-
|NU 35 ||**** ||18” ||14”
|-
|NU 43 ||**** ||18” ||19”
|-
|NU 53 ||**** ||20” ||22”
|-
|NU 63 ||**** ||2’-0” ||2’-0”
|-
|NU 70 ||**** ||2’-4” ||2’-7”
|}
|-
|align="left" width="140"|'''**''' For Bulb-Tee Girder, spacings less than 8'-8" dimensions A, B & C may have to be modified.
|-
|align="left" width="140"|'''***''' Make sure the diaphragm is wide enough to provide enough cover for the Coil Tie Rods.
|-
|align="left" width="140"|'''****''' Not given on plans.
|}

'''(End Diaphragms with Expansion Device) Coil Tie Rods:'''

<center>[[Image:751.22.3.11 Coil Tie Rod Part Elev.jpg|800px]]</center>

<center>'''PART ELEVATION NEAR INT. BENT'''</center>

{|border="0" cellpadding="5" align="center"

|NOTE:||For location of the Coil Tie Rods in a plan view, see [[#plan of ciol tie rods|Coil Ties]].
|-
| ||'''*''' 6" (Min.) shall be used for all I-Girders including Bulb-Tee and NU Girders.
|}

{|border="0" cellpadding="5" align="center" style="text-align:center"

|[[Image:751.22 Non Integral Intermediate Bent Diaphragm with Exp Device Coil Tie Rod Part Section.gif]]
|valign="bottom" colspan="2"|[[Image:751.22_Non_Integral_Intermediate_Bent_Diaphragm_with_Exp_Device_Coil_Tie_Rod_Details.gif]]
|-
| ||'''EXTERIOR GIRDERS'''||'''INTERIOR GIRDERS'''
|-
|'''PART SECTION A-A'''||colspan="2"|'''DETAILS OF COIL TIE RODS IN BULB-TEE GIRDERS'''
|}

[[image:751.22.3.9 Coil Tie NU.jpg|center|800px]]

'''(End Diaphragms with Expansion Device) Reinforcement:'''

<center>[[Image:751.22_Non_Integral_Intermediate_Bent_Diaphragm_with_Exp_Device_Reinf_Elevations.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="175"|'''PART ELEVATION NEAR INT. BENT FOR BULB-TEE GIRDERS'''
|width="450"|'''PART ELEVATION NEAR INT. BENT'''
|}

:::Note: Slope at top of beam cap and protective coating to be used on structures with expansion devices.

:::(1) For Bulb-Tee Girders, the first #6 Bar shall be placed 10" from the centerline of Web (Top Flange will prevent some Bars from extending into the Slab).

<center>[[Image:751.22_Non_Integral_Intermediate_Bent_Diaphragm_with_Exp_Device_Reinf_Part_Plan.gif]]</center>

<center>'''PART PLAN NEAR INT. BENT'''</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|[[Image:751.22_Non_Integral_Intermediate_Bent_Diaphragm_with_Exp_Device_Reinf_Part_Section.gif]]
|[[Image:751.22_Non_Integral_Intermediate_Bent_Diaphragm_with_Exp_Device_Reinf_Detail.gif]]
|-
|'''PART SECTION A-A'''
|'''DETAIL "A"'''
|}

{|border="0" cellpadding="5" align="center"

|(*) See Detail "A" for the placement of reinforcement.

(**) Use the same clearance as longitudinal slab steel.

NOTE: Epoxy coat all reinforcing steel in the end diaphragms.
|}

'''(End Diaphragm with Finger Plate Expansion Device) Diaphragm Reinforcements:'''

'''CLOSED DIAPHRAGM:'''
:(NOTE: Use only when expansion device connects prestress girder series and steel girder series.)

<center>[[Image:751.22_Non_Integral_Intermediate_Bent_Diaphragm_with_Finger_Plate_Exp_Device_Reinf_Closed_Diaphragm.gif]]</center>

{|border="0" cellpadding="5" align="center"

|width="300"|NOTE: See preceding sheets for bar spacing and detail not shown.

A protective coating shall be applied to concrete surface exposed to drainage from roadway. Indicate surface to be coated on plans. Epoxy coat all reinforcing steel in the end diaphragms.
|width="50"| 
|valign="top"|(2) For Bulb-Tee Girders use 3-#4 Bars in each face.
|}

'''OPEN DIAPHRAGM'''

<center>[[Image:751.22_Non_Integral_Intermediate_Bent_Diaphragm_with_Finger_Plate_Exp_Device_Reinf_Open_Diaphragm.gif]]</center>

{|border="0" cellpadding="5" align="center"

|(*)||Use only on Type 6 Girder
|-
|valign="top"|(**)||12" for #4 Bars 14" for #6 Bars (Shown on Plans)
|width="300"| 

|}

(1) Use the same clearance as longitudinal slab steel.

===751.22.3.13 Intermediate Diaphragms===

'''(Use Steel Intermediate Diaphragm for Prestress Spans over 50 feet)'''

<center>[[Image:751.22_Intermediate_Diaphragms_Part_Elevation.gif]]</center>

<center>'''PART SECTION SHOWING INTERMEDIATE DIAPHRAGMS'''</center>
<center>(MoDOT Type 2,3,4,6 and NU 53)</center>

<center>[[Image:751.22_Intermediate_Diaphragms_Details_A_&_B.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="275"|'''DETAIL "A"'''||width="275"|'''DETAIL "B"'''

|}

{|border="0" cellpadding="5" align="center"

|valign="top" align="right"|(*)||In lieu of 2 1/2" O.D. washers, contractor may substitute a 3/16" (Min. thickness) plate with four 15/16"ø holes and one hardened washer per bolt.
|-
|valign="top" align="right"|(**)||Bolts shall be tightened to provide a tension of one-half that specified in Sec 712 for high strength bolt installation. A325 bolts may be substituted for and installed in accordance with the requirements for the specified A307 bolts.
|-
|valign="top" align="right"|NOTE:||Use Detail "A" at interior girder for diaphragms straight in line across structure. (Use straight diaphragm normal to girders for skews thru 20°).

Use Detail "B" for exterior girder and interior girder for diaphragms stepped across structure. (Use stepped diaphragm for skews over 20°).

|}

<center>[[Image:751.22_Intermediate_Diaphragms_Sections_CC_&_DD.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="275"|'''SECTION C-C'''||width="275"|'''SECTION D-D'''

|}

<div id="PART SECTION SHOWING"></div>
{|border="0" cellpadding="5" align="center" style="text-align:center"

|[[Image:751.22_Intermediate_Diaphragms_Section_EE.gif]]
|rowspan="3"|[[Image:751.22_Intermediate_Diaphragms_Part_Section.jpg]]
|-
|'''SECTION E-E'''
|-
| 
|-
| ||'''PART SECTION SHOWING INTERMEDIATE DIAPHRAGMS''' (MoDOT Type 7,8, NU 63 and 70)
|}

Bulb-Tee spans of 90 ft. or less require one intermediate diaphragm per span. Bulb-Tee spans of over 90 ft. require two intermediate diaphragms per span (spaced equally as allowed by clearance to harped strands). Maximum spacing is 50 ft.

Permanent intermediate diaphragms are not required for NU 35 and NU 43 standard girders. Temporary intermediate diaphragms/bracing are required for construction of the bridge deck. See [[751.50 Standard Detailing Notes#(H2c2.2)|EPG 751.50 Note H2c2.2]].

The detailer shall check that the 1 1/2 inch ø holes for the diaphragms shown on the design plans will provide a minimum clearance of at least 1 1/2 inches to any prestressing strands.

<center>[[Image:751.22_Intermediate_Diaphragms_Details_A_&_B_enlarged.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="350"|'''DETAIL "A"'''||width="350"|'''DETAIL "B"'''

|}

{|border="0" cellpadding="5" align="center"

|valign="top" align="right"|(*)||In lieu of 2 1/2" O.D. washers, the contractor may substitute a 3/16" (Min. thickness) plate with four 15/16"ø holes and one hardened washer per bolt.
|-
|valign="top" align="right"|(**)||Bolts shall be tightened to provide a tension of one-half that specified in Sec 712 for high strength bolt installation. A325 bolts may be substituted for and installed in accordance with the requirements for the specified A307 bolts.
|-
|valign="top" align="right"|NOTE:||Use Detail "A" at interior girder for diaphragms straight in line across structure. (Use straight diaphragm normal to girders for skews thru 20°).

Use Detail "B" for exterior girder and interior girder for diaphragms stepped across structure. (Use stepped diaphragm for skews over 20°).

|}

<center>[[Image:751.22_Intermediate_Diaphragms_Sections_CC_&_DD_enlarged.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="150"|'''SECTION C-C'''||width="375"|'''SECTION D-D'''

|}

===751.22.3.14 Coil Ties===

<center>[[Image:751.22.3.14 Part Elev.jpg|800px]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="150"|'''PART ELEVATION FOR BULB-TEE GIRDERS
|width="450"|'''PART ELEVATION'''

|}

[[image:751.22.3.14 NU.jpg|center|800px]]

<div id="plan of ciol tie rods"></div>
<center>[[Image:751.22_Coil_Ties_Part_Plan_Square.gif]]</center>

<center>'''PART PLAN (SQUARE)''' * 4" Min. (Typ.) (Do not show Dim. on Plans)</center>

<center>[[Image:751.22_Coil_Ties_Part_Plan_Skew_to_20_deg.gif]]</center>

<center>'''PART PLAN (SKEWED TO 20 DEG.)'''</center>

<center>[[Image:751.22_Coil_Ties_Part_Plan_Skew_over_20_deg.gif]]</center>

<center>'''PART PLAN (SKEWED OVER 20 DEG.)'''</center>

<center>[[Image:751.22_Coil_Ties_Ext_Girder_at_End_Bent.gif]]</center>

<center>'''EXTERIOR GIRDER AT END BENT'''</center>

{|border="0" cellpadding="5" align="center"

|valign="top" align="right"|(1)||3" For Beam Type 2 5" For Beam Type 3, 4 & 6
|-
| 
|-
|NOTE:||See previous page for location of Coil Tie Rods on Bulb-Tee girders.

|}

===751.22.3.15 Dowel Bars (Rods)===

<center>[[Image:751.22_Dowel_Bars_Elevation_&_Section_AA.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="300"|'''PART ELEVATION (FIXED BENT)'''
|width="300"|'''SECTION A-A'''

|}

::::Dowel bars shall be used for all fixed intermediate bents under prestressed superstructures. Generally, shear resistance from shear key is not considered for typical bridges in seismic performance Category A.

::::Dowel bars shall be determined by design. (Minimum #6 Bars @ 12" Cts.) For shear stress, fv, computation, see [[751.9 LFD Seismic#751.9.3.1.2 Dowel Rods|EPG 751.9.3.1.2 Dowel Rods]].

:::::fv ≤ <math>\,\phi</math>v ● Fvn

:::::Where,

::::::<math>\,\phi</math>v = Resistance factor

::::::fv = Shear stress (ksi)

::::::Fvn = Nominal shear resistance of dowel bar (ksi)

===751.22.3.16 Vent Holes===

::::Note: Use vent holes on all stream crossing structures.

<center>[[Image:751.22_Vent_Holes_Elevation_&_Section.gif]]</center>

{|border="0" cellpadding="5" align="center" style="text-align:center"

|width="300"|'''PART ELEVATION OF GIRDER'''
|width="300"|'''PART SECTION NEAR VENT HOLE'''

|}

::::Note: Place vent holes at or near upgrade of 1/3 point of girders and clear reinforcing steel or strands by 1-1/2" minimum and steel intermediate diaphragms bolt connection by 6" minimum.

===751.22.3.17 Shear Blocks===

A minimum of two Shear Blocks 12" wide x (1) high by width of diaphragm, will be detailed at effective locations on open diaphragm bent caps when adequate structural restraint cannot be provided for with anchor bolts.

<center>[[Image:751.22_Shear_Blocks_Elevation_View_Open_Diaphragm.gif]]</center>

<center>'''ELEVATION VIEW'''</center>

::::::(1) Height of shear block shall extend a minimum of 1" above the top pf the sole plate.

<center>[[Image:751.22_Shear_Blocks_Elevation_View.gif]]</center>

<center>'''ELEVATION VIEW'''</center>

<center>[[Image:751.22_Shear_Blocks_Plan_View.gif]]</center>

<center>'''PLAN VIEW'''</center>

{|border="0" cellpadding="5" align="center"
|-
|width="375"|Note: Shear blocks shall be used at bents with open diaphragms when anchor bolts can not be designed to resist earthquake loading.

|}

<center>[[Image:751.22_Shear_Blocks_Plan_View_Exp_Bts_Open_Diaphragms.gif]]</center>

<center>'''PLAN VIEW OF BEAM CAP'''</center>

<center>'''EXPANSION BENTS WITH OPEN DIAPHRAGMS'''</center>

{|border="0" cellpadding="5" align="center"
|-
|width="375"|Note: For Expansion Bents with open diaphragms, the steps or Shear Block (if applicable) should be normal to the length of cap.

|}

<center>[[Image:751.22_Shear_Blocks_Plan_View_Exp_Bts_Closed_Diaphragms.gif]]</center>

<center>'''PLAN VIEW OF BEAM CAP'''</center>

<center>'''EXPANSION BENTS WITH CLOSED DIAPHRAGMS'''</center>

{|border="0" cellpadding="5" align="center"
|-
|width="475"|Note: For Closed Diaphragm Expansion Bents, the steps or haunches shall be detailed parallel to the centerline of roadway.

For Integral End Bents the steps may be skewed due to stirrups being placed parallel to centerline of roadway.

Shear Blocks for Expansion Bents with Closed Diaphragms shall be detailed parallel to the centerline of roadway. Shear Blocks used in conjunction with sole plates and anchor bolts shall be detailed parallel to the edge of sole plate.

|}

===751.22.3.18 Miscellaneous===

'''Dimensional Tolerances'''

'''I-Girders, Solid Slab Beams, Voided Slab Beams, Box Beams, Double-Tee Girders, Deck Panels and Miscellaneous Prestress Units, see [http://www.modot.mo.gov/business/standards_and_specs/Sec1029.pdf Sec 1029]'''

'''Expansion Device Support Slots'''

Used with preformed compression joint seal, flat plate, strip seal or finger plate expansion devices.

<center>[[Image:751.22_Miscellaneous_Exp_Device_Support_Part_Plan.gif]]</center>

<center>'''PART PLAN OF P/S CONC. I-GIRDER @ EXP. DEVICE END'''</center>

<center>[[Image:751.22_Miscellaneous_Exp_Device_Support_Part_Elevation.gif]]</center>

<center>'''PART ELEVATION OF P/S CONC. I-GIRDER @ EXP. DEVICE END'''</center>

<center>(*) Show these dimensions on the P/S concrete girder sheet.</center>

'''Anchor Bolts Simple Spans'''

<center>[[Image:751.22_Miscellaneous_Anchor_Bolts_Part_Elevation.gif]]</center>

<center>'''PART ELEVATION'''</center>

{|border="0" cellpadding="5" align="center"

|width="450"|Note:

It is permissible for the reinforcing bars and or the strands to come in contact with the materials used in forming A.B. holes.

If A.B. holes are formed with galvanized sheet metal, the forms may be left in place.

Hole (1-1/2"ø) to be grouted with expansive type mortar meeting the requirements of Sec 1066.
|}

[[Category:751 LRFD Bridge Design Guidelines]]

LPA:136.5 Non-Infrastructure

2014-03-21T12:51:57Z

Struej1: /* 136.5.1.1 Donated Services */

Non-infrastructure projects are those transportation-related projects that will not involve physical construction of transportation facilities. Generally, non-infrastructure projects are funded through the Transportation Enhancement (TE) Program, Congestion Mitigation & Air Quality (CMAQ) Program, or the Safe Routes to School (SRTS) Program. Guidance in this article is based on Code of Federal Regulations (CFR) 49 Parts 18 & 19.
{|style="padding: 0.3em; margin-left:1px; border:2px solid #a9a9a9; text-align:left; font-size: 95%; background:#f5f5f5" width="360px" align="right"
|-
|colspan="2"|<center>'''Figures'''</center>
|-
|[[media:136.5.1.xls|Fig. 136.5.1, Services Provided Worksheet]]
|-
|[[media:136.5.2.xls|Fig. 136.5.2, Materials Worksheet]]
|-
|[[media:136.5.3.xls|Fig. 136.5.3, Equipment Usage Worksheet]]
|-
|[[media:136.5.4 2013.doc|Fig. 136.5.4, Non-Infrastructure Obligation Request Form]]
|-
|[[media:136.5.5.doc|Fig. 136.5.5, LPA Request for Environmental Services - Non-Infrastructure]]
|}
=136.5.1 Project Services =

There are several types of non-infrastructure project services. These services may be used as local match or submitted for reimbursement, depending on the manner in which these particular services are offered. This section provides a description of each type of service and scenario’s for which they apply.

==136.5.1.1 Donated Services==
Services provided through donations can be used as local match; however, only 80% of those donated services can be applied toward the required local match.

==136.5.1.2 Third-Party Services==
These are services provided to an LPA by individuals who are performing tasks which are ordinary and necessary for the delivery of the project and within their normal line of work. However, these individuals cannot be providing services as a cost-type contractor or consultant.

An LPA does not need to go through a Qualifications Based Selection process to procure these services. However, the tasks that will be provided must be documented using [[media:136.5.1.xls|Fig. 136.5.1]] and submitted to MoDOT for approval and obligation of funds before any services can begin. The rate of reimbursement will be the employee’s regular rate of pay, not including fringe benefits and overhead costs.

:'''Note:''' If an LPA wishes to use a non-profit organization to provide services for pay, they will be considered as professional services and will have to follow guidance in [[136.4 Consultant Selection and Consultant Contract Management|EPG 136.4 Consultant Selection and Consultant Contract Management]], which includes following the Qualifications Based Selection (QBS) process.

:'''Example: ''' John Doe, who is a Professional Engineer, employed by XYZ Engineering Firm, wants to provide engineering services for the project, but wants to do so as an advocate for the project and not as an employee of XYZ Company. John would document the tasks to be performed using Fig. 136.5.1 and could be paid his regular hourly rate of pay, not including any fringe benefits or overhead rates.

==136.5.1.3 Volunteer Services==
Services provided to an LPA by individuals who are performing tasks which are ordinary and necessary for the delivery of the project and outside of the individual’s normal line of work. This includes individuals from non-profit organizations that are providing services free of charge ([[136.3 Federal Aid Basics#136.3.9 Local Match Guidelines|EPG 136.3.9.1, Donated Services]]).

An LPA does not need to go through a QBS process to procure these services. However the tasks that will be provided must be documented using [[media:136.5.1.xls|Fig. 136.5.1]] and submitted to MoDOT for approval and obligation of funds before any services can begin. The services must be reimbursed at Fair Market Value and can include a reasonable amount for fringe benefits. The reimbursement amount may not exceed the [http://www.independentsector.org/volunteer_time average Missouri volunteer rate] and must be approved by MoDOT.

:'''Example:''' John Doe, who is a Professional Engineer, employed by XYZ Engineering Firm, wants to volunteer to coordinate a walking school bus program at his children’s school. John would document the tasks to be performed using Fig. 136.5.1 and could be paid an hourly stipend at fair market value up to the average Missouri volunteer rate. John would not be allowed to be paid his regular wage from his engineering firm and would not be able to be paid for any fringe benefits.

==136.5.1.4 Work by Local Forces==
An LPA may receive federal-aid reimbursement for project related services performed by LPA staff, so long as services directly contribute to the planning, design, development, or implementation of the approved project scope. This includes non-profit organizations if they are the sponsor or co-sponsor listed on the project application. For detailed information regarding work by local forces see [[136.3 Federal Aid Basics#136.3.12 Federal-aid Participation for Local Work|EPG 136.3.12 Federal-aid Participation for Local Work]].

=136.5.2 Buy America Policy =

On all federal-aid projects, where steel or iron products are to be permanently incorporated into the project, steel and iron material must be manufactured in the USA. This also includes any coating process of the steel or iron such as galvanizing, painting or other treatments. Failure to comply with the Buy America Policy can result in loss of federal funding, not just for the item, but for the entire project.

'''Minimal Use Threshold ([http://cfr.vlex.com/vid/635-410-buy-america-requirements-19725360 23 CFR 635.410(b)(4)]).''' If the steel or iron to be permanently incorporated into a federal-aid project adds up to less than $2,500, the project will be exempt from Buy America requirements.

:'''Example:''' An LPA plans to purchase 15 bicycles and 15 bike racks to be provided to students. Because the bicycles and bicycle racks contain steel components, it will fall under the Buy America requirements. However, the LPA wisely included the Buy America provisions into the specifications for bid. The LPA also required the providers to identify the steel components of the bicycles and bicycle racks and indicate bid prices for those items specifically. As it turns out, the steel components of the bicycles only added up to $2,125, and bicycle racks were bid as aluminum instead of steel. Therefore, Buy America does not apply to this project.

=136.5.3 Donated Goods and Materials ([http://www.fhwa.dot.gov/hep/49cfr18.htm 49 CFR Part 18])=

Certain goods and materials donated to the LPA can be used as local match. When goods are donated, the LPA can apply 80% of the value of the goods and materials, at the time of the donation, towards the required local match for the project.

==136.5.3.1 Donated Right of Way==
All right of way acquisitions for LPA projects must follow the Uniform Relocation Act. Right of way can be used as local match. The value of donation is the market value of the property at the time of the donation. Market value is established by a certified appraiser.

==136.5.3.2 Disposition of Right of Way==
Donated property must be used for the originally authorized project purposes, for as long as needed for that purpose, during such time the LPA must not dispose of it. If donated right of way ceases to be needed for the purposes of project activities, the LPA must compensate MoDOT for the applicable percentage of participation.

==136.5.3.3 Donated Materials==
Donated Materials can be used as local match. The value of an item is based upon the market value of the materials at the time of the donation.

=136.5.4 Environmental Review =

Non-infrastructure projects generally don’t involve physical construction or ground disturbance. However, they are still required to receive an environmental review and clearance because the project may have unanticipated impacts on the natural or human environment.

==136.5.4.1 Request for Environmental Services (RES) Non-Infrastructure (NI)==
The LPA completes [[media:136.5.5.doc|Fig 136.5.5]] (RES for NI projects) and submits it to MoDOT. This form describes the project and type of work to be performed. Based on this information, MoDOT will determine a [[127.14 National Environmental Policy Act (NEPA) Classification and Documents|NEPA]] classification and identify the environmental clearances the LPA will need to obtain.

==136.5.4.2 Environmental Tracking Form==
After the review is complete, MoDOT will send an Environmental Tracking Form to the LPA. This form identifies each additional clearance the LPA must obtain before final environmental clearance can be given. For final environmental clearance, the LPA must obtain each environmental permit identified as “pending”, and submit copies of each permit to MoDOT.

==136.5.4.3 Land Disturbance==
If project involves any disturbances of land, additional environmental clearances may be necessary. These disturbances aren’t always obvious, but it’s very important to recognize and identify them so the appropriate determination can be given.

:'''Example:''' An LPA has a project to purchase bicycle racks for their school district. The school district’s maintenance staff intends to install the bike racks as a third party service and the LPA wants the time for installation of the racks to be credited to the their local match. To protect the racks from theft, the maintenance staff intends to pour concrete pads to secure them. Because the installation involves disturbing the ground by pouring the concrete pad, a Section 106 environmental clearance will be required.

==136.5.4.4 [[136.6 Environmental and Cultural Requirements|Final Environmental Clearance]]==
The LPA will NOT be authorized to begin reimbursable work until after all environmental clearances have been obtained and MoDOT has issued a notice to proceed to the LPA. The notice to proceed will not be given until MoDOT issues a final environmental clearance and obligates federal funds.

=136.5.5 Obligation of funds=

LPAs must submit estimated project cost documentation for the project items outlined in the funding agreement to be completed. The [[media:136.5.1.xls|Services Provided Documentation Form (Fig. 136.5.1)]] and [[media:136.5.2.xls|Materials Documentation Form (Fig. 136.5.2)]], can be used to easily complete this documentation. MoDOT will review the documentation, obligate funds upon approval, and issue a notice to proceed to the LPA indicating project activities can begin. Any project activity started prior to MoDOT issuing a notice to proceed will NOT be reimbursable.

=136.5.6 Revenues Generated by project or program=

Some types of projects (such as education/outreach) may generate revenue from attendance fees collected, services performed, rental fees of equipment purchased with federal funding, etc. When a federally funded project earns income, LPAs may utilize the revenue in one of 3 ways:

:1. Reduce the amount of allowable costs of the project by subtracting the revenue generated.
:2. Add revenues generated to the funding (project budget) committed too by the LPA. Additional project activities completed with the project revenue must be used for the original purpose of the project and under the conditions of the projects funding agreement.
:3. When authorized by MoDOT, program income may be used to meet the local match requirement for the project.
MoDOT will provide the final determination on which of the options above is available on a project by project basis.

=136.5.7 Equipment and Material Purchases=

This guidance is applicable when the LPA is directly purchasing materials or equipment for a project, such as: Compressed Natural Gas (CNG) Conversion kits, CNG or Hybrid Vehicles, Bicycles or Related Equipment, Supplies or Material for Education or Outreach Efforts, Historical Artifacts, and Software Packages.

==136.5.7.1 Purchases less than or equal to $3,000==
There are no federal or state statutory requirements for purchasing materials or equipment which costs less than $3,000.00.

However, the LPA shall take steps to ensure quality products and services are received at the best possible value.

==136.5.7.2 Completing the purchase==
After funds have been obligated, the LPA may utilize their local procurement process, as long as it’s officially documented by policy, to complete purchases of $3,000 or less. If the LPA does not have a documented procurement policy, they may obtain a minimum of 3 price quotations from competing vendors who can provide similar acceptable materials. Obtaining a telephone quotation from each vendor, and documenting the conversation with a memo to the project file, is an easy way to accomplish this. The LPA must then purchase the material from the best valued (lowest) vendor.

==136.5.7.3 Purchases more than $3,000 but less than $25,000==
There are no federal or state statutory requirements for material or equipment purchases with costs between $3,000.00 and $25,000. However, the LPA shall take steps to ensure quality products and services are received at the best possible value.

===136.5.7.3.1 Determining a Procurement Process===
This purchase category includes costs which could both be determined minor (closer to $3,000) as well as major (closer to $25,000). Therefore, the LPA needs to give extra consideration how to go about procuring equipment and material based on the expected cost within this range and the complexity of product. For either end of the range, the LPA may utilize their local procurement process, as long as it’s officially documented by policy.

If an LPA does not have a local process they must use one of the following processes:

'''Multiple quotations -''' LPAs may obtain a minimum of 3 price quotations from competing vendors who can provide similar acceptable materials. Obtaining a '''telephone quotation''' from each vendor, and documenting the conversation with a memo to the project file, is an easy way to accomplish this. The LPA shall then purchase the material from the best valued (lowest) vendor.

This should not be the preferred method for purchases closer to the $25,000 end of the range, or if the material or equipment desired has detailed specifications which must be met. For these types of purchases, the LPA should use an informal competitive process of obtaining quotes.

'''Informal Competitive Quotations –''' A minimum of three written quotes must be solicited. Quotes may be submitted by facsimile, email or postal service. All informal quotes must include the company name, name of the individual representing the company, contact telephone number, description of the product(s), quantity, price per unit and total price quote. The quote should also include any other notes or correspondence the provider has regarding the specific transaction.

===136.5.7.3.2 Purchase===
With either procurement process, the LPA must purchase the material from the best valued (lowest) vendor.

==136.5.7.4 Purchases more than $25,000==
Material and equipment purchases in this category must follow a formal competitive process as outlined in EPG 136.5 Non-Infrastructure.

===136.5.7.4.1 Formal Bid===
Bid solicitations must be advertised for a minimum of two weeks in a public advertisement which will reach competitive providers of the material or equipment desired. LPAs may advertise the bid utilizing their local website, a regional newspaper, or the MoDOT website. The bid must contain a clear and accurate description, as well as any technical specifications, for the material or equipment desired. The description and specifications must not contain features which restrict competition to less than 3 potential providers.

===136.5.7.4.2 Selection and Concurrence===
LPAs must receive at least 3 bids. If 3 bids are not received, the LPA may be required to re-bid the project at MoDOT’s discretion.

All bidding documents must be submitted to MoDOT for a concurrence in the selected provider. An additional obligation may be necessary to adjust the obligation to the actual purchase amount. The LPA must receive a concurrence in award prior to purchasing items.

===136.5.7.4.3 Purchase and Request for Reimbursement===
After MoDOT issues a concurrence in award letter, the LPA may complete the purchase of the materials or equipment. An itemized invoice must be submitted with the request for reimbursement.

==136.5.7.5 Split Purchasing==
A split purchase occurs when a transaction for the purchase of items is split into two or more transactions in order to circumvent the competitive bidding process. This practice is not allowed on LPA projects and can result in loss of funds.

==136.5.7.6 Cooperative Purchasing Agreements==
LPAs may work cooperatively to solicit for a variety of equipment or materials. These cooperatives are designed to get a better price for members by purchasing in larger quantities than any of the members could alone. Cooperative purchasing agreements are allowed on LPA projects as long as they meet all state and federal requirements. However, all requests to purchase items through a cooperative must be approved by MoDOT prior to items being purchased.

==136.5.7.7 Purchase of Vehicles==
The purchase or lease of certain vehicles is eligible for reimbursement under the CMAQ program. The procurement of vehicles must follow the same process as other equipment or material purchases described in [[#136.5.4 Environmental Review|EPG 136.5.4 Environmental Review]].

'''FHWA Approved Vehicle List.''' The [http://www.epa.gov/otaq/regs/ld-hwy/hov/420d10002.pdf approved list of vehicles eligible for reimbursement under the CMAQ program] is available.

=136.5.8 Disposition of Materials and Equipment =

When original or replacement equipment acquired under a federal project is no longer needed for the original project or program, disposition will be needed and one of the following two procedures must take place depending on the value of the item at the time of disposition:

:1. Equipment or materials with a current per-unit fair market value of less than $5,000 may be retained, sold, or otherwise disposed of with no further obligation to MoDOT.

:2. Equipment or materials with a current per unit fair market value in excess of $5,000 may be retained or sold and MoDOT shall have a right to an amount calculated by multiplying the current market value or proceeds from sale by the federal share of the equipment.

[[Category:136 Local Public Agency (LPA) Policy|136.05]]

LPA:136.5 Non-Infrastructure

2014-03-21T12:51:50Z

Struej1: /* 136.5.1.1 Donated Services */

Non-infrastructure projects are those transportation-related projects that will not involve physical construction of transportation facilities. Generally, non-infrastructure projects are funded through the Transportation Enhancement (TE) Program, Congestion Mitigation & Air Quality (CMAQ) Program, or the Safe Routes to School (SRTS) Program. Guidance in this article is based on Code of Federal Regulations (CFR) 49 Parts 18 & 19.
{|style="padding: 0.3em; margin-left:1px; border:2px solid #a9a9a9; text-align:left; font-size: 95%; background:#f5f5f5" width="360px" align="right"
|-
|colspan="2"|<center>'''Figures'''</center>
|-
|[[media:136.5.1.xls|Fig. 136.5.1, Services Provided Worksheet]]
|-
|[[media:136.5.2.xls|Fig. 136.5.2, Materials Worksheet]]
|-
|[[media:136.5.3.xls|Fig. 136.5.3, Equipment Usage Worksheet]]
|-
|[[media:136.5.4 2013.doc|Fig. 136.5.4, Non-Infrastructure Obligation Request Form]]
|-
|[[media:136.5.5.doc|Fig. 136.5.5, LPA Request for Environmental Services - Non-Infrastructure]]
|}
=136.5.1 Project Services =

There are several types of non-infrastructure project services. These services may be used as local match or submitted for reimbursement, depending on the manner in which these particular services are offered. This section provides a description of each type of service and scenario’s for which they apply.

==136.5.1.1 Donated Services==
Services provided through donations can be used as local match; however, only 80% of those donated services can be applied toward the required local match.
{{math|''f''(''x'') {{=}} ''b''''x'' {{=}} ''y''}}

==136.5.1.2 Third-Party Services==
These are services provided to an LPA by individuals who are performing tasks which are ordinary and necessary for the delivery of the project and within their normal line of work. However, these individuals cannot be providing services as a cost-type contractor or consultant.

An LPA does not need to go through a Qualifications Based Selection process to procure these services. However, the tasks that will be provided must be documented using [[media:136.5.1.xls|Fig. 136.5.1]] and submitted to MoDOT for approval and obligation of funds before any services can begin. The rate of reimbursement will be the employee’s regular rate of pay, not including fringe benefits and overhead costs.

:'''Note:''' If an LPA wishes to use a non-profit organization to provide services for pay, they will be considered as professional services and will have to follow guidance in [[136.4 Consultant Selection and Consultant Contract Management|EPG 136.4 Consultant Selection and Consultant Contract Management]], which includes following the Qualifications Based Selection (QBS) process.

:'''Example: ''' John Doe, who is a Professional Engineer, employed by XYZ Engineering Firm, wants to provide engineering services for the project, but wants to do so as an advocate for the project and not as an employee of XYZ Company. John would document the tasks to be performed using Fig. 136.5.1 and could be paid his regular hourly rate of pay, not including any fringe benefits or overhead rates.

==136.5.1.3 Volunteer Services==
Services provided to an LPA by individuals who are performing tasks which are ordinary and necessary for the delivery of the project and outside of the individual’s normal line of work. This includes individuals from non-profit organizations that are providing services free of charge ([[136.3 Federal Aid Basics#136.3.9 Local Match Guidelines|EPG 136.3.9.1, Donated Services]]).

An LPA does not need to go through a QBS process to procure these services. However the tasks that will be provided must be documented using [[media:136.5.1.xls|Fig. 136.5.1]] and submitted to MoDOT for approval and obligation of funds before any services can begin. The services must be reimbursed at Fair Market Value and can include a reasonable amount for fringe benefits. The reimbursement amount may not exceed the [http://www.independentsector.org/volunteer_time average Missouri volunteer rate] and must be approved by MoDOT.

:'''Example:''' John Doe, who is a Professional Engineer, employed by XYZ Engineering Firm, wants to volunteer to coordinate a walking school bus program at his children’s school. John would document the tasks to be performed using Fig. 136.5.1 and could be paid an hourly stipend at fair market value up to the average Missouri volunteer rate. John would not be allowed to be paid his regular wage from his engineering firm and would not be able to be paid for any fringe benefits.

==136.5.1.4 Work by Local Forces==
An LPA may receive federal-aid reimbursement for project related services performed by LPA staff, so long as services directly contribute to the planning, design, development, or implementation of the approved project scope. This includes non-profit organizations if they are the sponsor or co-sponsor listed on the project application. For detailed information regarding work by local forces see [[136.3 Federal Aid Basics#136.3.12 Federal-aid Participation for Local Work|EPG 136.3.12 Federal-aid Participation for Local Work]].

=136.5.2 Buy America Policy =

On all federal-aid projects, where steel or iron products are to be permanently incorporated into the project, steel and iron material must be manufactured in the USA. This also includes any coating process of the steel or iron such as galvanizing, painting or other treatments. Failure to comply with the Buy America Policy can result in loss of federal funding, not just for the item, but for the entire project.

'''Minimal Use Threshold ([http://cfr.vlex.com/vid/635-410-buy-america-requirements-19725360 23 CFR 635.410(b)(4)]).''' If the steel or iron to be permanently incorporated into a federal-aid project adds up to less than $2,500, the project will be exempt from Buy America requirements.

:'''Example:''' An LPA plans to purchase 15 bicycles and 15 bike racks to be provided to students. Because the bicycles and bicycle racks contain steel components, it will fall under the Buy America requirements. However, the LPA wisely included the Buy America provisions into the specifications for bid. The LPA also required the providers to identify the steel components of the bicycles and bicycle racks and indicate bid prices for those items specifically. As it turns out, the steel components of the bicycles only added up to $2,125, and bicycle racks were bid as aluminum instead of steel. Therefore, Buy America does not apply to this project.

=136.5.3 Donated Goods and Materials ([http://www.fhwa.dot.gov/hep/49cfr18.htm 49 CFR Part 18])=

Certain goods and materials donated to the LPA can be used as local match. When goods are donated, the LPA can apply 80% of the value of the goods and materials, at the time of the donation, towards the required local match for the project.

==136.5.3.1 Donated Right of Way==
All right of way acquisitions for LPA projects must follow the Uniform Relocation Act. Right of way can be used as local match. The value of donation is the market value of the property at the time of the donation. Market value is established by a certified appraiser.

==136.5.3.2 Disposition of Right of Way==
Donated property must be used for the originally authorized project purposes, for as long as needed for that purpose, during such time the LPA must not dispose of it. If donated right of way ceases to be needed for the purposes of project activities, the LPA must compensate MoDOT for the applicable percentage of participation.

==136.5.3.3 Donated Materials==
Donated Materials can be used as local match. The value of an item is based upon the market value of the materials at the time of the donation.

=136.5.4 Environmental Review =

Non-infrastructure projects generally don’t involve physical construction or ground disturbance. However, they are still required to receive an environmental review and clearance because the project may have unanticipated impacts on the natural or human environment.

==136.5.4.1 Request for Environmental Services (RES) Non-Infrastructure (NI)==
The LPA completes [[media:136.5.5.doc|Fig 136.5.5]] (RES for NI projects) and submits it to MoDOT. This form describes the project and type of work to be performed. Based on this information, MoDOT will determine a [[127.14 National Environmental Policy Act (NEPA) Classification and Documents|NEPA]] classification and identify the environmental clearances the LPA will need to obtain.

==136.5.4.2 Environmental Tracking Form==
After the review is complete, MoDOT will send an Environmental Tracking Form to the LPA. This form identifies each additional clearance the LPA must obtain before final environmental clearance can be given. For final environmental clearance, the LPA must obtain each environmental permit identified as “pending”, and submit copies of each permit to MoDOT.

==136.5.4.3 Land Disturbance==
If project involves any disturbances of land, additional environmental clearances may be necessary. These disturbances aren’t always obvious, but it’s very important to recognize and identify them so the appropriate determination can be given.

:'''Example:''' An LPA has a project to purchase bicycle racks for their school district. The school district’s maintenance staff intends to install the bike racks as a third party service and the LPA wants the time for installation of the racks to be credited to the their local match. To protect the racks from theft, the maintenance staff intends to pour concrete pads to secure them. Because the installation involves disturbing the ground by pouring the concrete pad, a Section 106 environmental clearance will be required.

==136.5.4.4 [[136.6 Environmental and Cultural Requirements|Final Environmental Clearance]]==
The LPA will NOT be authorized to begin reimbursable work until after all environmental clearances have been obtained and MoDOT has issued a notice to proceed to the LPA. The notice to proceed will not be given until MoDOT issues a final environmental clearance and obligates federal funds.

=136.5.5 Obligation of funds=

LPAs must submit estimated project cost documentation for the project items outlined in the funding agreement to be completed. The [[media:136.5.1.xls|Services Provided Documentation Form (Fig. 136.5.1)]] and [[media:136.5.2.xls|Materials Documentation Form (Fig. 136.5.2)]], can be used to easily complete this documentation. MoDOT will review the documentation, obligate funds upon approval, and issue a notice to proceed to the LPA indicating project activities can begin. Any project activity started prior to MoDOT issuing a notice to proceed will NOT be reimbursable.

=136.5.6 Revenues Generated by project or program=

Some types of projects (such as education/outreach) may generate revenue from attendance fees collected, services performed, rental fees of equipment purchased with federal funding, etc. When a federally funded project earns income, LPAs may utilize the revenue in one of 3 ways:

:1. Reduce the amount of allowable costs of the project by subtracting the revenue generated.
:2. Add revenues generated to the funding (project budget) committed too by the LPA. Additional project activities completed with the project revenue must be used for the original purpose of the project and under the conditions of the projects funding agreement.
:3. When authorized by MoDOT, program income may be used to meet the local match requirement for the project.
MoDOT will provide the final determination on which of the options above is available on a project by project basis.

=136.5.7 Equipment and Material Purchases=

This guidance is applicable when the LPA is directly purchasing materials or equipment for a project, such as: Compressed Natural Gas (CNG) Conversion kits, CNG or Hybrid Vehicles, Bicycles or Related Equipment, Supplies or Material for Education or Outreach Efforts, Historical Artifacts, and Software Packages.

==136.5.7.1 Purchases less than or equal to $3,000==
There are no federal or state statutory requirements for purchasing materials or equipment which costs less than $3,000.00.

However, the LPA shall take steps to ensure quality products and services are received at the best possible value.

==136.5.7.2 Completing the purchase==
After funds have been obligated, the LPA may utilize their local procurement process, as long as it’s officially documented by policy, to complete purchases of $3,000 or less. If the LPA does not have a documented procurement policy, they may obtain a minimum of 3 price quotations from competing vendors who can provide similar acceptable materials. Obtaining a telephone quotation from each vendor, and documenting the conversation with a memo to the project file, is an easy way to accomplish this. The LPA must then purchase the material from the best valued (lowest) vendor.

==136.5.7.3 Purchases more than $3,000 but less than $25,000==
There are no federal or state statutory requirements for material or equipment purchases with costs between $3,000.00 and $25,000. However, the LPA shall take steps to ensure quality products and services are received at the best possible value.

===136.5.7.3.1 Determining a Procurement Process===
This purchase category includes costs which could both be determined minor (closer to $3,000) as well as major (closer to $25,000). Therefore, the LPA needs to give extra consideration how to go about procuring equipment and material based on the expected cost within this range and the complexity of product. For either end of the range, the LPA may utilize their local procurement process, as long as it’s officially documented by policy.

If an LPA does not have a local process they must use one of the following processes:

'''Multiple quotations -''' LPAs may obtain a minimum of 3 price quotations from competing vendors who can provide similar acceptable materials. Obtaining a '''telephone quotation''' from each vendor, and documenting the conversation with a memo to the project file, is an easy way to accomplish this. The LPA shall then purchase the material from the best valued (lowest) vendor.

This should not be the preferred method for purchases closer to the $25,000 end of the range, or if the material or equipment desired has detailed specifications which must be met. For these types of purchases, the LPA should use an informal competitive process of obtaining quotes.

'''Informal Competitive Quotations –''' A minimum of three written quotes must be solicited. Quotes may be submitted by facsimile, email or postal service. All informal quotes must include the company name, name of the individual representing the company, contact telephone number, description of the product(s), quantity, price per unit and total price quote. The quote should also include any other notes or correspondence the provider has regarding the specific transaction.

===136.5.7.3.2 Purchase===
With either procurement process, the LPA must purchase the material from the best valued (lowest) vendor.

==136.5.7.4 Purchases more than $25,000==
Material and equipment purchases in this category must follow a formal competitive process as outlined in EPG 136.5 Non-Infrastructure.

===136.5.7.4.1 Formal Bid===
Bid solicitations must be advertised for a minimum of two weeks in a public advertisement which will reach competitive providers of the material or equipment desired. LPAs may advertise the bid utilizing their local website, a regional newspaper, or the MoDOT website. The bid must contain a clear and accurate description, as well as any technical specifications, for the material or equipment desired. The description and specifications must not contain features which restrict competition to less than 3 potential providers.

===136.5.7.4.2 Selection and Concurrence===
LPAs must receive at least 3 bids. If 3 bids are not received, the LPA may be required to re-bid the project at MoDOT’s discretion.

All bidding documents must be submitted to MoDOT for a concurrence in the selected provider. An additional obligation may be necessary to adjust the obligation to the actual purchase amount. The LPA must receive a concurrence in award prior to purchasing items.

===136.5.7.4.3 Purchase and Request for Reimbursement===
After MoDOT issues a concurrence in award letter, the LPA may complete the purchase of the materials or equipment. An itemized invoice must be submitted with the request for reimbursement.

==136.5.7.5 Split Purchasing==
A split purchase occurs when a transaction for the purchase of items is split into two or more transactions in order to circumvent the competitive bidding process. This practice is not allowed on LPA projects and can result in loss of funds.

==136.5.7.6 Cooperative Purchasing Agreements==
LPAs may work cooperatively to solicit for a variety of equipment or materials. These cooperatives are designed to get a better price for members by purchasing in larger quantities than any of the members could alone. Cooperative purchasing agreements are allowed on LPA projects as long as they meet all state and federal requirements. However, all requests to purchase items through a cooperative must be approved by MoDOT prior to items being purchased.

==136.5.7.7 Purchase of Vehicles==
The purchase or lease of certain vehicles is eligible for reimbursement under the CMAQ program. The procurement of vehicles must follow the same process as other equipment or material purchases described in [[#136.5.4 Environmental Review|EPG 136.5.4 Environmental Review]].

'''FHWA Approved Vehicle List.''' The [http://www.epa.gov/otaq/regs/ld-hwy/hov/420d10002.pdf approved list of vehicles eligible for reimbursement under the CMAQ program] is available.

=136.5.8 Disposition of Materials and Equipment =

When original or replacement equipment acquired under a federal project is no longer needed for the original project or program, disposition will be needed and one of the following two procedures must take place depending on the value of the item at the time of disposition:

:1. Equipment or materials with a current per-unit fair market value of less than $5,000 may be retained, sold, or otherwise disposed of with no further obligation to MoDOT.

:2. Equipment or materials with a current per unit fair market value in excess of $5,000 may be retained or sold and MoDOT shall have a right to an amount calculated by multiplying the current market value or proceeds from sale by the federal share of the equipment.

[[Category:136 Local Public Agency (LPA) Policy|136.05]]

File:Fig.136.3.26.xls

2014-03-06T18:46:26Z

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File:Fig.136.3.25.xls

2014-03-06T18:45:41Z

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LPA:136.12 Figures, Glossary and Other Useful Links

2014-03-06T18:45:09Z

Struej1: /* 136.12.1 Figures */

==136.12.1 Figures==

<center>
{| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
|-
! Colspan="2" style="background:#BEBEBE"|[[136.1 Introduction|EPG 136.1 Introduction]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
| [[media:Fig. 136.1.10 Project Flowchart for Local Federal-Aid Projects.pdf|136.1]] || align="left" |Project Flowchart for Local Federal-Aid Projects
|-
| [[media:136.1.10.1 LPA Planning Process Chart.pdf|136.1.1]] ||align="left" | LPA Planning Process Chart
|-
| [[media:136.1.10.2 MoDOT Programming Process Chart.pdf|136.1.2]] ||align="left" | MoDOT Programming Process Chart
|-
| [[media:136.1.10.3 Right of Way Process Chart.pdf|136.1.3]] ||align="left" | Right of Way Process
|-
| [[media:136.1.10.4 Preliminary Plan Process Chart.pdf|136.1.4]] ||align="left" | Preliminary Plans Process
|-
| [[media:136.1.10.5 Plans Specifications and Estimate Process Chart.pdf|136.1.5]] ||align="left" | Final Plans Specifications & Estimate Process
|-
| [[media:136.1.10.6 Letting Plans and Contract Proposal Process Chart.pdf|136.1.6]] ||align="left" | Letting Plans & Contract Proposal Process
|-
| [[media:136.1.10.7 Construction Bidding and Contract Process Chart.pdf|136.1.7]] ||align="left" | Construction Process
|-
| [[media:136.1.10.8 LPA MoDOT Agreement Process Chart.pdf|136.1.8]] ||align="left" | LPA MoDOT Agreement Process Chart
|-
| [[media:136.1.10.9 Engineering Services Contract Process Chart.pdf|136.1.9]] ||align="left" | Engineering Services Contract Process Chart
|-
! Colspan="2" style="background:#BEBEBE"|[[136.3 Federal Aid Basics|EPG 136.3 Federal Aid Basics]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
|[[media:136.3.1.doc|136.3.1]] ||align="left" |Programming Data Form
|-
|[[media:136.3.3.doc|136.3.3]] ||align="left" |Utilities Scoping Checklist
|-
|[[media:136.3.4.pdf|136.3.4]] ||align="left" |Non-State Bridge Soft Match Credit Program Documentation Checklist
|-
|[[media:136.3.5.pdf|136.3.5]] ||align="left" |HS 4, Safe Routes to School Program Agreement
|-
|[[media:136.3.6.pdf|136.3.6]] ||align="left" |RM 11, STP Urban Program Agreement
|-
|[[media:136.3.7.pdf|136.3.7]] ||align="left" |RM 12, Transportation Enhancement Funds Program Agreement
|-
|[[media:136.3.8.pdf|136.3.8]] ||align="left" |RM 12 SUP, Transportation Enhancement Funds Supplemental Agreement
|-
|[[media:136.3.9.pdf|136.3.9]] ||align="left" |RM 13, Off-System Bridge Replacement and Rehabilitation Program Agreement
|-
|[[media:136.3.10.pdf|136.3.10]] ||align="left" |RM 14, On-System Bridge Replacement and Rehabilitation Program Agreement
|-
|136.3.11 ||align="left" |RM 15, Congestion Mitigation and Air Quality Agreement
|-
|[[media:136.3.12.pdf|136.3.12]] ||align="left" |RM 16, Transportation and Community and System Preservation Program Agreement
|-
|[[media:136.3.13.pdf|136.3.13]] ||align="left" |RM 17, Federal Aid Program Agreement
|-
|[[media:136.3.14.pdf|136.3.14]] ||align="left" |RM 15E, Congestion Mitigation and Air Quality Agreement (Vehicle and Equipment Purchases)
|-
|[[media:136.3.15.pdf|136.3.15]] ||align="left" |RM 15 SUP, CMAQ Supplemental
|-
|[[media:136.3.16.doc|136.3.16]] ||align="left" |Sample Ordinance
|-
|[[media:136.3.17 May 2012.doc|136.3.17]] ||align="left" |Work by Local Forces Proposal
|-
| [[media:136.3.18.xls|136.3.18]] ||align="left" |Construction Reimbursement Form
|-
|[[media:Fig.136.3.19 2014.pdf|136.3.19]]||align="left" | Current BEAP Consultant List
|-
|[[media:Fig.136.3.20 2013.docx|136.3.20]]||align="left" | BEAP Project Tracking Form
|-
|[[media:Fig.136.3.21.pdf|136.3.21]]||align="left" | BEAP Hourly Rate Contract
|-
|[[media:Fig.136.3.22.pdf|136.3.22]]||align="left" | Estimate of Cost for BEAP
|-
|[[media:Fig.136.3.23.pdf|136.3.23]]||align="left" | General Scope of Services, for BEAP
|-
|[[media:Fig.136.3.24.docx|136.3.24||align="left" | TEAP Program Application]]
|-
|[[media:Fig.136.3.25.xls|136.3.25||align="left" | TEAP Consultant MOU]]
|-
|[[media:Fig.136.3.26.xls|136.3.26||align="left" | TEAP Project Invoice Form]]
|-
! Colspan="2" style="background:#BEBEBE"|[[136.4 Consultant Selection and Consultant Contract Management|EPG 136.4 Consultant Selection and Consultant Contract Management]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
| [[media:Fig. 136.4.1 June 26, 2013.docx|136.4.1]] ||align="left" |Engineering Services Contract
|-
| [[media:Fig. 136.4.2.doc|136.4.2]] ||align="left" |Consultant Selection Criteria
|-
|[[media:134.3.2.1.4 Allowable Profit.pdf|136.4.3/134.3.2.1.4]]|| align="left" |Allowable Profit Curve as a % of Direct Salary Costs
|-
|[[media:Fig. 136.4.4.doc|136.4.4]]|| align="left" |Supplemental Agreement to Engineering Services contract
|-
|[[media:136.4.5.doc|136.4.5]] ||align="left" |Consultant Performance Appraisal Form
|-
| [[media:136.4.6.doc|136.4.6]] ||align="left" |Common Unallowable Costs
|-
|[[media:136.4.7 Sept 2013.doc|136.4.7]] ||align="left" |Sample Solicitation & Sample Scope of Services
|-
|[[media:136.4.9 Sept 2013.doc|136.4.9]] ||align="left" |Local Sponsor ESC Sample Cover Letter
|-
|[[media:136.4.10 2013.xlsx|136.4.10]] ||align="left" |LPA Consultant Services Invoice
|-
|[[media:136.4.11 Feb 2013.doc|136.4.11]] ||align="left" |Consultant Selection & ESC Submittal Checklist
|-
|[[media:Fig. 136.4.12.pdf|136.4.12]] ||align="left" |QBS Process Flowchart
|-
|[[media:136.4.13.doc|136.4.13]] ||align="left" |Consultant Services Q&A
|-
|[[media:Fig. 136.4.14 Aug 2013.doc|136.4.14]] ||align="left" |Checklist for reviewing Consultant Contracts
|-
|[[media:136.4.15 2014.doc|136.4.15]] ||align="left" |Conflict of Interest Disclosure Form
|-
|[[media:136.4.16.pdf|136.4.16]] ||align="left" |Overhead Schedule Example
|-
|[[media:136.4.17 Dec 2012.xlsx|136.4.17]] ||align="left" |Engineering Services Invoice EXAMPLE
|-
|[[media:136.4.18 Sept 5, 2012.docx|136.4.18]] ||align="left" |Checklist for Engineering Services Invoice
|-
|[[media:136.4.19.docx|136.4.19]] ||align="left" |LPA On-Call Consultant Evaluation
|-
! Colspan="2" style="background:#BEBEBE"|[[136.5 Non-Infrastructure|EPG 136.5 Non-Infrastructure]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
| [[media:136.5.1.xls|136.5.1]]|| align="left" |Services Provided Worksheet
|-
| [[media:136.5.2.xls|136.5.2]]|| align="left" |Materials Worksheet
|-
| [[media:136.5.3.xls|136.5.3]]|| align="left" |Equipment Usage Worksheet
|-
| [[media:136.5.4 2013.doc|136.5.4]] || align="left" |Non-Infrastructure Obligation Request Form
|-
|[[media:136.5.5.doc|136.5.5]]||align="left" |LPA Request for Environmental Services - Non-Infrastructure
|-
! Colspan="2" style="background:#BEBEBE"|[[136.6 Environmental and Cultural Requirements|EPG 136.6 Environmental and Cultural Requirements]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
| [[media:136.6.1.doc|136.6.1]] ||align="left" |Project Review Process flowchart
|-
| [[media:136.6.2.doc|136.6.2]]|| align="left" |Key Environmental/Cultural Resources Compliance Milestones
|-
| [[media:136.6.3 Apr 24, 2012.doc|136.6.3]]|| align="left" |Environmental/Cultural Resources Compliance Checklist
|-
| [[media:136.6.4.doc|136.6.4]] ||align="left" |LPA Request for Environmental Review
|-
|[[media:136.6.5 Apr 2012.doc|136.6.5]]||align="left" | Instructions for Preparing Categorical Exclusion Determination
|-
| [[media:136.6.6.doc|136.6.6]]|| align="left" |Generalized flowchart of the Section 106 Process for Local Public Agencies
|-
| [[media:136.6.7.doc|136.6.7]] ||align="left" |Memorandum of Agreement for Migration of Adverse Effects
|-
| [[media:136.6.8 2013.doc|136.6.8]]||align="left" | LPA Section 4(f) Compliance Worksheet for Public Lands
|-
| [[media:136.6.9.doc|136.6.9]]|| align="left" |Content of a Section 4(f) Evaluation
|-
| [[media:136.6.10.doc|136.6.10]] ||align="left" |Diagram of Typical Floodplain
|-
| [[media:136.6.11.doc|136.6.11]]|| align="left" |Floodplain Development Permit
|-
| [[media:136.6.12.pdf|136.6.12]]|| align="left" |Engineering “No-Rise” Certificate
|-
| [[media:136.6.13.doc|136.6.13]] ||align="left" |Procedures for “No-Rise” Certification for Proposed Development
|-
| [[media:136.6.14 Apr 24, 2012.doc|136.6.14]] ||align="left" width=500px|Procedures for Environmental Clearance of Borrow Sites and Other Disturbed Areas Outside Right of Way
|-
! colspan="2" style="background:#F5F5F7"|Other Figures and Information for EPG 136.6
|-
|colspan="2" align="center"|[http://www.achp.gov/archguide.html Advisory Council “Model MOA”]
|-
|colspan="2" align="center"|[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20Form.dot Categorical Exclusion Determination]
|-
|colspan="2" align="center"|[http://www.dnr.mo.gov/forms/780-1718_inst.pdf Instructions for Completing the SHPO 106 Survey Memo]
|-
|colspan="2" align="center"|[[Media:127.11 Form AD 1006.DOC|Farmland Conversion Impact Rating]]
|-
|colspan="2" align="center"|[http://www.usace.army.mil/CECW/Documents/cecwo/reg/nwp/nwp2007_gen_conditions_def.pdf Nationwide 404 Permit for Minor Road Crossings (NWP 14 Linear Transportation Projects)]
|-
|colspan="2" align="center"|[http://www.dnr.mo.gov/forms/780-1718.pdf State Historic Preservation Office’s Section 106 Survey Form]
|-
|colspan="2" align="center"|[http://www.dnr.mo.gov/forms/780-1027-f.pdf State Historic Preservation Office’s Section 106 Project Information Form]
|-
! Colspan="2" style="background:#BEBEBE"|[[136.7 Design|EPG 136.7 Design]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
| 136.7.1|| align="left" |Dimensional Accuracy
|-
| 136.7.2||align="left" | Utility Depth and Encasement Requirements
|-
| [[media:136.7.3.xls|136.7.3]]|| align="left" |Blank Structure Inventory and Appraisal Sheet
|-
| [[media:136.7.4.xls|136.7.4]]|| align="left" |LFD Load Rating Summary Sheet
|-
| [[media:136.7.5.xls|136.7.5]]|| align="left" |LRFR Load Rating Summary Sheet
|-
| [[media:136.7.6.doc|136.7.6]]||align="left" | Example Notice of Public Hearing
|-
! Colspan="2" style="background:#BEBEBE"|[[136.8 Local Public Agency Land Acquisition|EPG 136.8 Local Public Agency Land Acquisition]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
| [[media:136.8.1 2014.doc|136.8.1]]||align="left" | Acquisition Authority Request
|-
| [[media:136.8.2.doc|136.8.2]]||align="left" | Adjustment of Value or Just Compensation
|-
| [[media:136.8.3.doc|136.8.3]]||align="left" | Administrative Settlement Justification
|-
| [[media:136.8.4.doc|136.8.4]]||align="left" | Appraisal Monitor Checklist
|-
| [[media:136.8.5.doc|136.8.5]]||align="left" | Appraisal Review
|-
| [[media:136.8.6.doc|136.8.6]]||align="left" | Assumptions and Limiting Conditions
|-
| [[media:136.8.7.doc|136.8.7]]||align="left" | Certificate of Appraiser
|-
| [[media:136.8.8 2012.doc|136.8.8]]||align="left" | Clearance Certification Statement
|-
| [[media:136.8.9.doc|136.8.9]]||align="left" | Comparable Lease
|-
| [[media:136.8.10.doc|136.8.10]]||align="left" | Donation in Exchange for Construction Features Letter
|-
| [[media:136.8.11.doc|136.8.11]]||align="left" | Final Vacancy Notice for Relocation
|-
| [[media:136.8.12.doc|136.8.12]]||align="left" | Legal Justification for Settlement
|-
| [[media:136.8.13.doc|136.8.13]]||align="left" | Legal Trial Report
|-
| - ||align="left" |[[media:236 RW Leaflet.doc|LPA Right of Way Acquisition Brochure]]
|-
| [[media:136.8.14.doc|136.8.14]]||align="left" | LPA Negotiator Services Agreement
|-
| [[media:136.8.15.doc|136.8.15]]||align="left" | Negotiator’s Report
|-
| [[media:136.8.16.doc|136.8.16]] ||align="left" |Nonresidential Sale
|-
| [[media:136.8.17.doc|136.8.17]]||align="left" | Parcel File Checklist
|-
| [[media:136.8.18.doc|136.8.18]]||align="left" | Plan Review Checklist
|-
| [[media:136.8.19.doc|136.8.19]]||align="left" | Privately Donated Land as Credit for Match
|-
| [[media:136.8.20.doc|136.8.20]]||align="left" | Project Acquisition Monitor Checklist
|-
| [[media:136.8.21.doc|136.8.21]]||align="left" | Proposal for Appraisal Work
|-
| - ||align="left" | [http://ghepg01/forms/RW/Chapter%207_Negotiation/Pro%20Rata%20Real%20Estate%20Tax%20Claim%20Form.pdf Pro Rata Real Estate Tax Claim]
|-
| [[media:136.8.22.doc|136.8.22]]||align="left" | Relocation Monitor Checklist
|-
| [[media:136.8.23.doc|136.8.23]]||align="left" | Residential Sale
|-
| [[media:136.8.24.doc|136.8.24]]||align="left" | Review Appraiser Contract
|-
| - ||align="left" |[http://epg.modot.org/forms/RW/Chapter%206_Appraisal%20and%20Appraisal%20Review/Roster%20of%20Approved%20Contract%20Appraisers.pdf Roster of Approved Contract Appraisers]
|-
| - ||align="left" |[http://ghepg01/forms/RW/Chapter%207_Negotiation/Roster%20of%20Approved%20Contract%20Negotiators.pdf Roster of Approved Contract Negotiators]
|-
| [[media:136.8.25 Sept 2013.doc|136.8.25]]||align="left" | Sample Donation Letter & Waiver of Appraisal
|-
| [[media:136.8.26 Sept 2013.doc|136.8.26]]||align="left" | Sample Letter Offer – Pay Estimate
|-
| [[media:136.8.27 Sept 2013.doc|136.8.27]]||align="left" | Sample Letter Offer – Value Finding
|-
| [[media:136.8.28.doc|136.8.28]]||align="left" | Scope of Assignment
|-
| [[media:136.8.29.doc|136.8.29]]||align="left" | Standard Appraisal Format
|-
| [[media:136.8.30.doc|136.8.30]]||align="left" | Summary of HB 1944
|-
| [[media:136.8.31.doc|136.8.31]] ||align="left" |Summary Value of Tenant Interests
|-
| [[media:136.8.32.doc|136.8.32]]||align="left" | Uniform Residential Appraisal Report
|-
| [[media:136.8.33.doc|136.8.33]]||align="left" | Value Finding Appraisal Format
|-
| [[media:136.8.34.doc|136.8.34]] ||align="left" |Waiver Valuation
|-
| [[media:136.8.35.doc|136.8.35]]||align="left" | 60-Day Notice of Owners Rights
|-
! Colspan="2" style="background:#BEBEBE"|[[136.9 Plans, Specs and Estimates (PSE)|EPG 136.9 Plans, Specs and Estimates (PSE)]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
| [[media:136.9.1 May 17, 2013.xlsx|136.9.1]]|| align="left" |Final PS&E Submittal Checklist
|-
| [[media:136.9.2.doc|136.9.2]]|| align="left" |Subcontractor Certification Regarding Affirmative Action
|-
| [[media:136.9.3 Feb 2014.doc|136.9.3]]|| align="left" |Federal Project Bid Proposal Boilerplate
|-
| [[media:136.9.4 Sept 2012.doc|136.9.4]]|| align="left" |ADA Checklist
|-
| [[media:136.9.5 2013.doc|136.9.5]]|| align="left" |LPA Certification of PS&E
|-
| [[media:136.9.6.doc|136.9.6]]|| align="left" |Utility Status Letter
|-
| [http://www.fhwa.dot.gov/programadmin/contracts/1273/1273.pdf 136.9.7]|| align="left" |FHWA 1273
|-
| [[media:136.9.8.doc|136.9.8]]|| align="left" |DBE Provisions
|-
| [[media:136.9.9.doc|136.9.9]]|| align="left" |DBE Submittal Forms
|-
| [[media:136.9.10.pdf|136.9.10]]|| align="left" |Example Itemized Bid Form
|-
| [[media:136.9.11.pdf|136.9.11]] ||align="left" |Example Estimate (with categories)
|-
| [[media:136.9.12 Oct 2012.doc|136.9.12]] ||align="left" |ADA Certification
|-
! Colspan="2" style="background:#BEBEBE"|[[136.10 Advertisement for Bid and Project Award|EPG 136.10 Advertisement for Bid and Project Award]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
| [[media:136.10.1.doc|136.10.1]] ||align="left" |Sample Advertisement
|-
| [[media:136.10.2.doc|136.10.2]]|| align="left" |Bid Concurrence Checklist
|-
| [[media:136.10.3.docx|136.10.3]] || align="left" |Sample Contract Agreement
|-
| [[media:136.10.4.doc|136.10.4]] || align="left" |Sample Contract Bond
|-
| [[media:136.10.5.pdf|136.10.5]] || align="left" | Sample Contractor's Acknowledgement
|-
! Colspan="2" style="background:#BEBEBE"|[[136.11 Local Public Agency Construction|EPG 136.11 Local Public Agency Construction]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
| [[media:136.11.1 Nov 2013.doc|136.11.1]]|| align="left" |General Guideline for LPA Preconstruction Conference
|-
| [[media:136.11.2.doc|136.11.2]] ||align="left" |Change Order Form
|-
| [[media:136.11.3.doc|136.11.3]] ||align="left" |Progress Report
|-
| [[media:136.11.4.doc|136.11.4]]|| align="left" |Request for Approval of Subcontract
|-
| [[media:136.11.5.xls|136.11.5]]|| align="left" |DBE Subcontract Worksheet
|-
| [[media:136.11.6 June 2012.doc|136.11.6]]|| align="left" |Contractor’s Instructions for Filling out Request to Subcontract Work
|-
| [[media:136.11.7.doc|136.11.7]] ||align="left" |Wage Rate Interview (Labor Compliance/EEO)
|-
| [[media:136.11.8.doc|136.11.8]] ||align="left" |Form FHWA-1391
|-
| [[media:136.11.9.doc|136.11.9]]|| align="left" |Contractor DBE Certification
|-
| [[media:136.11.10.doc|136.11.10]]|| align="left" |Contractor’s Affidavit Regarding Settlement of Claims
|-
| [[media:136.11.11.doc|136.11.11]]|| align="left" |Affidavit (Compliance with Prevailing Wage Law)
|-
|[[media:136.11.12.doc|136.11.12]]||align="left" | Site Visit Checklist
|-
|[[media:110.2 checklist 2013.pdf|136.11.13]]||align="left" | Job Bulletin Board Checklist
|-
|[[media:Fig. 136.11.14.pdf|136.11.14]]||align="left" |Construction Invoice Example 1
|-
|[[media:Fig. 136.11.15.pdf|136.11.15]]||align="left" |Construction Invoice Example 2
|-
| EPG Article ||align="left" | [[Off-Systems Guide Schedule for Federal-Aid Acceptance Sampling and Testing (FAST)|Off-Systems Guide Schedule for Federal-Aid Acceptance Sampling & Testing (FAST)]]
|}
</center>

==136.12.2 Glossary==

'''AASHTO:''' American Association of State Hwy & Transportation Officials

'''AADT:''' Annual Average Daily Traffic. (ADT, Average Daily Traffic, is also commonly used.)

'''ACHP:''' Advisory Council on Historic Preservation

'''Agreement:''' The legal document between agencies necessary to administer projects.

'''AISC:''' American Institute of Steel Construction

'''Allocation:''' The reservation of federal funds to the local agencies each year.

'''APE:''' Area of Potential Effects

'''AREMA:''' American Railway Engineering and Maintenance-of-Way Association.

'''Authorization:''' Approval by FHWA to incur future costs relative to a project.

'''BMP:''' Best Management Practive

'''BRM:''' On-System Bridge Replacement and Rehabilitation Program.

'''BRO:''' Off-System Bridge Replacement and Rehabilitation Program.

'''Brooks Act:''' Consultant contracts for engineering and design related services financed with Federal-Aid highway funds must result from negotiations which utilize [[:Category:134 Engineering Professional Services#134.1 Introduction|qualifications-based selection procedures]]. Qualifications based procedures do not allow for price to be used as a factor in the selection process.

'''Categorical Exclusion (CE):''' Projects that are minor enough in nature that they will not require preparation of a formal environmental statement.

'''CE:''' Construction Engineering

'''CE2:''' Categorical Exclusion II

'''CERCLIS:''' Comprehensive Environmental Response, Compensation, and Liability Information System

'''CFR:''' Code of Federal Regulations

'''Change Order:''' A supplement to the contract that provides authority to pay for revisions in quantities or authorize changes to design features or specifications.

'''CMAQ:''' Congestion Mitigation and Air Quality

'''COE:''' U.S. Army Corps of Engineers

'''Commission:''' Missouri Highway and Transportation Commission.

'''Competitive Bidding:''' Construction projects are required to be advertised and awarded to the lowest responsible and responsive bidder through open competitive bidding, unless use of an eligible force account is more cost effective.

'''Construction Engineering (CE):''' Construction inspection engineering

'''Council:''' Advisory Council on Historic Preservation

'''County Aid Road Trust (CART) Funding:''' CART Funds are apportioned to counties on the basis of two factors : 1) one-half of the funds are credited to the county based on the ratio that its road mileage bears to the total county road mileage in the unincorporated areas of the state, and 2) one-half is credited to the county based on the ratio that its rural land valuation bears to the rural land valuation of the entire state.

'''Credit Bridge:''' Bridge constructed to BRO standards with local funds, 80% of the cost may be applied to a normal federally funded bridge project in lieu of the 20% local match.

'''Cultural Resources:''' A cultural resource is any archaeological site, building, structure (e.g., bridge), district, or object. A historically significant cultural resource is one that meets certain criteria and is included in, or eligible for inclusion on, the National Register of Historic Places (NRHP) and is termed a historic property or historic resource. Not all cultural resources are historically significant, but potential project impacts to all must be considered.

'''DBA:''' Decibel Adjusted

'''DBE:''' Disadvantage (or Disadvantaged) Business Enterprise

'''Debarred:''' Suspended from entering into a contract with the Government

'''Deficient Structure:''' A bridge which is either structurally deficient or functionally obsolete.

'''DEIS:''' Draft Environmental Impact Statement

'''Design Standards:''' Projects on the National Highway System (NHS) must be designed with AASHTO and/or FHWA approved standards. It is recommended that all projects follow AASHTO guidelines for design and construction.

'''DNR:''' Missouri Department of Natural Resources

'''DOI:''' U.S. Department of Interior

'''Donations:''' “Donations” and “Contributions” are costs incurred for eligible non-federal share project activities that are necessary for the implementation of a project and are provided by a third party to an LPA without charge.

'''EA:''' Environmental Assessment

'''EEO:''' Equal Employment Opportunity

'''EIS:''' Environmental Impact Statement

'''EO:''' Executive Order

'''EPA:''' Environmental Protection Agency

'''EPG:''' [http://epg.modot.org/index.php?title=Main_Page Engineering Policy Guide]

'''FEIS:''' Final Environmental Impact Statement

'''FEMA:''' Federal Emergency Management Agency

'''FHWA:''' Federal Highway Administration

'''FONSI:''' Finding of No Significant Impact

'''Force Account Work:''' Work that arises unexpectedly during the construction of a project. The work can be performed by a contractor, a subcontractor or the local agency's forces and the cost is determined by keeping track of the labor forces, equipment, material and associated costs used to complete the unexpected work.

'''FPPA:''' Farmland Protection Policy Act

'''Functionally Obsolete:''' A bridge is generally considered functionally obsolete if it is unable to properly accommodate traffic due to poor roadway alignment, waterway, insufficient width, waterway, low structural evaluation, or inadequate clearances. For a more detailed description of the specific criteria used to determine this item, refer to [[:Category:753 Bridge Inspection Rating|EPG 753 Bridge Inspection Rating]] or the appropriate FHWA publication.

'''FWS:''' U.S. Fish and Wildlife Service

'''HABS:''' Historic American Building Survey

'''HAER:''' Historic American Engineering Record

'''Hazardous Waste:''' [[127.8 Hazardous and Solid Waste|Hazardous waste]] is a material that could cause harm to people or the environment; it can include solid materials, liquids, and gases. Some examples could be gas station releases, drums or containers of known or unknown material, tanks, old dumps, and e-waste. Any container with unknown contents should be considered hazardous until identified by a qualified person. If there is a question about what might be hazardous, contact the Missouri Department of Natural Resources Environmental Emergency Response Unit at 573-634-2436 for assistance with identification.

'''HBP:''' Highway Bridge Program.

'''Historic Property:''' A historic property is a cultural resource that meets at least one of the following criteria: a) it is associated with events that have made a significant contribution to our history; b) it is associated with significant persons in our past; c) it has high artistic value, is the work of a master craftsman, or embodies distinctive characteristics of a type, period, or method of construction; or d) it can answer specific research questions and topics or can contribute to our current state of knowledge. Historic properties typically must be at least 50 years of age or older but exceptionally important properties can be less than 50 years old.

'''Historic Resource:''' A historic resource is a cultural resource that meets at least one of the following criteria: a) it is associated with events that have made a significant contribution to our history; b) it is associated with significant persons in our past; c) it has high artistic value, is the work of a master craftsman, or embodies distinctive characteristics of a type, period, or method of construction; or d) it can answer specific research questions and topics or can contribute to our current state of knowledge. Historic resources typically must be at least 50 years of age or older but exceptionally important resources can be less than 50 years old.

'''HMGP:''' Hazard Mitigation Grant Program

'''HUD:''' U.S. Department of Housing and Urban Development

'''Independent Assurance Test:''' A test performed independently of a job control test and according to the [[:Category:123 Federal-Aid Highway Program#123.3.1 Independent Assurance Samples and Tests (IAS) System Based|guide schedule]].

'''In Kind Services:''' Donated labor, equipment or material.

'''ISTEA:''' Intermodal Surface Transportation Efficiency Act. Six year Highway Act from October 1, 1991 to September 30, 1997.

'''Job Control Test:''' Routine test performed on the site by the local agency or its representative to assure that the project is constructed in compliance with the applicable specifications.

'''Keeper:''' Keeper of the National Register of Historic Places

'''LFD:''' Load Factor Design

'''Low Water Bridge:''' A bridge having a waterway capacity design less than the 10 year frequency discharge.

'''Low Water Crossing:''' Waterway crossing other than a bridge where construction improvements have been made to produce a firm surface for vehicles to travel.

'''LPA:''' Local Public Agency

'''LRFD:''' Load and Resistance Factor Design

'''LRFR:''' Load and Resistance Factor Rating

'''LUST:''' Leaking petroleum underground storage tank

'''LWCF:''' Land and Water Conservation Fund

'''LWCFA:''' Land and Water Conservation Fund Act

'''MAP-21:''' Moving Ahead for Progress in the 21st Century. Two-year Highway Act from October 1, 2012 to September 30, 2014.

'''MDC:''' Missouri Department of Conservation

'''MHTC:''' Missouri Highway and Transportation Commission

'''MoDOT:''' Missouri Department of Transportation

'''MOA:''' Memorandum of Agreement

'''Materials Certification:''' Statements provided by the contractor, fabricator, or manufacturer that certain materials comply with the requirements of the contract.

'''[http://www.modot.mo.gov/business/standards_and_specs/standardplans.htm Missouri Standard Plans]:''' Construction detail plans available from MoDOT which meet AASHTO design requirements.

'''[http://www.modot.mo.gov/business/standards_and_specs/highwayspecs.htm Missouri Standard Specifications for Highway Construction, 2004 Edition]:''' The directions, provisions and requirements for the performance of the work for the quantity, quality and proportion of materials.

'''MPO:''' Metropolitan Planning Organizations carry out the transportation planning process for communities with a population greater than 50,000.

'''MUTCD:''' ''Manual on Uniform Traffic Control Devices ''

'''National Register:''' National Register of Historic Places

'''NBI:''' National Bridge Inventory

'''NEPA:''' National Environmental Policy Act

'''NFIB:''' Nation Flood Insurance Program

'''NFIP:''' National Flood Insurance Program

'''NHPA:''' National Historic Preservation Act

'''NOA:''' Notice of Availability

'''NPDES:''' National Pollutant Discharge Elimination System

'''NRCS:''' Natural Resources Conservation Service

'''NRHP:''' National Register of Historic Places

'''NWP:''' Nationwide Section 404 Permit

'''Obligation Limitation:''' Limits the amount of federal funds that may be obligated during a certain time period (also called Obligation Authority and Contract Control).

'''Obligation of Funds:''' The formal commitment by FHWA to participate in a share of the project costs.

'''Off-System Routes:''' Routes that have a functional classification of rural local, local road or street, or a rural minor collector.

'''On-System Routes:''' Routes that have a functional classification of urban collector, rural major collector, rural or urban arterial, or an expressway.

'''PA:''' Programmatic Agreement

'''PDEIS:''' Preliminary Draft Environmental Impact Statement

'''PE:''' Preliminary Engineering. All engineering work performed by the local agency or their consultant prior to award of contract.

'''PEA:''' Preliminary Environmental Assessment

'''PFEIS:''' Preliminary Final Environmental Impact Statement

'''PS&E:''' Construction plans, specifications, and quantity estimates.

'''Posting:''' Establishment of a maximum weight limit for vehicles using the bridge.

'''Pro Rata Share:''' The legal federal share for a project established at the time of project approval. Pro rata share is typically expressed as a percentage of the total participating costs of the project.

'''Public Interest Finding:''' Cost effective justification that must be provided to MoDOT by a local agency that is seeking to do a federally funded project with its own forces.

'''QBS:''' Qualifications Based Selection

'''RCG:''' Recording and Coding Guide for the structure inventory and appraisal of the nations bridges

'''Rehabilitation:''' Work required to eliminate the items that cause a bridge to be identified as deficient.

'''Reimbursement:''' Payment of federal funds to a local agency.

'''RER:''' Request for Environmental Review

'''Responsible Person in Charge:'''

'''RFP:''' Request for Proposal

'''RFQ:''' Request for Qualifications

'''ROD:''' Record of Decision

'''RSMO:''' Revised Missouri State Statue

'''SAFETEA-LU:''' Safe, Accountable, Flexible, Efficient Transportation Equity Act: A Legacy for Users. Five-year Highway Act from October 1, 2004 to September 30, 2009 with two one-year extensions to September 30, 2012.

'''Section 106:''' Section 106 of the National Historic Preservation Act of 1966 - the primary legislation that requires cultural resource investigations. Any project using federal funds or needing federal permits must comply with the Section 106 requirements. The Section 106 process consists of three primary stages, with the outcome of each stage determining whether the activities of the next stage are necessary (36 CFR Part 800)

'''Section 401:''' Water Quality Certification

'''Section 404/Wetlands:''' A project may involve activities in an area that contains wetland or waters of the United States and may require a Section 404 permit from the U.S. Army Corps of Engineers. It is a violation of federal law to place fill in waters of the U.S. or wetlands without the necessary permits.

'''Section 4(f):''' Section 4(f) of the Department of Transportation Act of 1966 – provides protection for public parks and recreation areas, wildlife and waterfowl refuges and significant historic sites on publicly owned land. It requires demonstrating that there is no feasible and prudent alternative to the use of the property and that all is possible planning has been done to minimize harm to the property.

'''Section 6(f) of the Land and Water Conservation Fund:''' A project that has potential involvement with parks or other public lands which may have been purchased or improved using funds from the Land and Water Conservation Fund (LWCF).

'''S.E.M.A.:''' The State Emergency Management Agency has responsibility for coordinating state agencies' response to disasters.

'''SHPO:''' State Historic Preservation Officer

'''SI&A:''' Structure Inventory and Appraisal Sheet

'''SIP:''' State Implementation Plan

'''Soft Match:''' Credit earned by counties who replace their deficient bridges with local funding. It can be used in lieu of the 20% local match on bridge projects.

'''SOQ:''' Statement of Qualifications

'''Sponsor:''' The local government or public agency responsible for providing matching funds for the proposed project.

'''SRTS:''' Safe Routes to Schools

'''STIP:''' Statewide Transportation Improvement Program

'''STP:''' Surface Transportation Program

'''Structurally Deficient:''' A bridge is generally considered to be structurally deficient if it is in relatively poor condition, or has insufficient load carrying capacity for modern design loadings. The insufficient load capacity may be the result of the loads used in the original design or degradation of structural properties due to deterioration. For a more detailed description of the specific criteria used to determine this item, [[:Category:753 Bridge Inspection Rating|EPG 753 Bridge Inspection Rating]] or appropriate FHWA publications should be consulted.

'''Sufficiency Rating:''' A numerical rating of a bridge based on its structural adequacy, safety, serviceability, functional obsolescence and essentially for public use.

'''TAP:''' Transportation Alternatives Program

'''TEA21:''' Transportation Equity Act for the 21st Century. Six-year Highway Act from October 1, 1997 to September 30, 2003 with a one-year extension to September 30, 2004.

'''TIFF:''' Tagged Image File Format

'''TIP:''' Transportation Improvement Program

'''Title 23 U.S.C.:''' Title 23 of the United States Code contains most of the laws governing the Federal-Aid Highway Program.

'''TNM:''' Traffic Noise Model

'''UPARR:''' Urban Park and Recreation Recovery

'''USC:''' United States Code

'''USDA:''' United States Department of Agriculture

'''USGS:''' United States Geological Survey

'''UST:''' Petroleum Underground storage tank site

'''WBE:''' Women Business Enterprise. Term not in current usage. Definition of Disadvantaged Business Enterprise includes WBEs.

'''Work by Local Forces:''' Construction performed by the local agency's work force. If the local agency elects to perform work with its own forces, and/or use their own materials and equipment, MoDOT and FHWA must approve all work being done. The work by local forces must be in the public interest and shown to be cost effective. See [[136.3 Federal Aid Basics#136.3.12 Federal-aid Participation for Local Work|EPG 136.3.12 Federal-aid Participation for Local Work]] for more details.

'''23 CFR:''' Title 23 of the Code of Federal Regulations is a collection (updated annually) of the general and permanent rules and regulations required to implement the provisions of federal law relating to the National Highway Traffic Safety Administration and Federal Highway Administration.

==136.12.3 Helpful Information and Links==

Please use the [http://www3.modot.mo.gov/FEDAID.nsf/LPA?OpenForm LPA Manual Change Request Form] to request manual changes throughout the year or the [http://www3.modot.mo.gov/FEDAID.nsf/Comments?OpenForm Revisions Comments Form] to make comments on proposed revisions.

===136.12.3.1 Local Programs===

Local Programs provides federal funding to cities and counties for their transportation improvements. Please refer to [[:Category:136 Local Public Agency (LPA) Policy|EPG 136 Local Public Agency Policy]] for guidance to utilize federal funding made available to local agencies through the programs listed below.
[[image:616.16.1 MoDOT districts.gif|right|320px|thumb|<center>'''MoDOT districts'''</center>|
{| align="center"
|-
!colspan="2"|<center>'''Transportation Enhancements'''</center>
|-
!align="center"|[[media:136.14 D1 Transportation Enhancements 2010.doc|District 1, St. Joseph]] !!align="center"|[http://www.modot.mo.gov/business/manuals/documents/D2Guide.pdf District 2, Macon]
|-
!align="center"|[[media:136.14 D3 Transportation Enhancements 2010.doc|District 3, Hannibal]] !!align="center"|[http://www.modot.mo.gov/business/manuals/documents/D4Guide.pdf District 4, Lee's Summit]
|-
!align="center"|[http://www.modot.mo.gov/business/manuals/documents/D5Guide.pdf District 5, Jefferson City] !!align="center"|[http://www.modot.mo.gov/business/manuals/documents/D6Guide.pdf District 6, Chesterfield]
|-
!align="center"|[http://www.modot.mo.gov/business/manuals/documents/D7Guide.pdf District 7, Joplin] !!align="center"|[http://www.modot.mo.gov/business/manuals/documents/D8Guide.pdf District 8, Springfield]
|-
!align="center"|[http://www.modot.mo.gov/business/manuals/documents/D9Guide.pdf District 9, Willow Springs] !! align="center"|[http://www.modot.mo.gov/business/manuals/documents/D10Guide.pdf District 10, Sikeston]
|-
|A [http://www.modot.org/bolderfiveyeardirection/documents/New-District-Map.pdf new map of MoDOT districts] is available. More detailed info about district Transportation Enhancements within these new district boundaries will be available later.||[[image:102 map.jpg|160px]]
|}]]
====136.12.3.1.1 Transportation Enhancements (TE)====
{|style="padding: 0.3em; margin-right:7px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="135px" align="left"
|-
|[[media:134.14.1.1.doc|'''Transportation Enhancements District Contacts''']]
|}
This program provides funding through a competitive selection process for transportation related activities other than routine highway and bridge construction. For program details and project examples, click on the desired district, listed to the right, to access the TE Guide.

====136.12.3.1.2 Off-System Bridge Replacement and Rehabilitation (BRO)====

This program provides funding to counties for replacement or rehabilitation of deficient bridges.

====136.12.3.1.3 On-System Bridge Replacement and Rehabilitation (BRM)====

This program provides funding through a competitive selection process for replacement or rehabilitation of deficient bridges.

====136.12.3.1.4 Congestion Mitigation and Air Quality (CMAQ)====

This program provides funding for projects that improve air quality within Environmental Protection Agency designated areas.

====136.12.3.1.5 Surface Transportation Program (STP)====

'''Large Urban'''

This program provides funding for transportation facilities within the Transportation Management Areas of Kansas City, Springfield and St. Louis.

'''Small Urban'''

This program provides funding for transportation facilities within urban areas with an urban cluster population greater than 5,000.

===136.12.3.2 MoDOT District and Central Office Information===
{|style="padding: 0.3em; margin-right:5px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="470px" align="center"
|-
!align="center"|[http://www.modot.mo.gov/northwest/ NW District] !!align="center"|[http://www.modot.mo.gov/northeast/ NE District]!!align="center"|[http://www.modot.mo.gov/kansascity/ Kansas City District] !!align="center"|[http://www.modot.mo.gov/central/ Central District]
|-
|align="center"|St. Joseph ||align="center"| Hannibal ||align="center"|Lee's Summit ||align="center"| Jefferson City
|-
!align="center"|[http://www.modot.mo.gov/stlouis/ St. Louis District] !!align="center"|[http://www.modot.mo.gov/southwest/ SW District]!!align="center"|[http://www.modot.mo.gov/southeast/ SE District] !!align="center"|
|-
|align="center"|Chesterfield|| align="center"|Springfield||align="center"|Sikeston ||align="center"|
|-
!align="center" colspan="4"|Central Office
|-
|colspan="2" align="center"|MoDOT – Resource Management (RM)||colspan="2" align="center"|MoDOT - Design (DE)
|-
|colspan="2" align="center"|P.O. Box 270||colspan="2" align="center"|P.O. Box 270
|-
|colspan="2" align="center"|Jefferson City, MO 65102||colspan="2" align="center"|Jefferson City, MO 65102
|-
|colspan="2" align="center"|(573) 526-8106; Fax: (573) 526-2819||colspan="2" align="center"|(573) 751-2876; Fax: (573) 526-3261
|-
!colspan="4" align="center"|__________________
|-
!colspan="4" align="center"|[http://www.modot.mo.gov/plansandprojects/long-range_plan/ListofMissouriMPOs.htm METROPOLITAN PLANNING ORGANIZATIONS]
|-
!colspan="4" align="center"|__________________
|-
!colspan="4" align="center"|OTHER REGULATORY AGENCIES
|-
!colspan="2" align="center"|State Historic Preservation Office!!colspan="2" align="center"|Charles Scott
|-
|colspan="2"| MO Dept. of Natural Resources||colspan="2" | Field Supervisor
|-
|colspan="2" |P.O. Box 176 ||colspan="2"| Columbia Field Office
|-
|colspan="2" |Jefferson City, MO 65102 ||colspan="2"| U.S. Fish and Wildlife Service
|-
|colspan="2" |Phone (573) 751-2479 ||colspan="2" |101 Park DeVille Drive, Suite A
|-
|colspan="2"| ||colspan="2"|Columbia, MO 65203-0007
|-
|colspan="2"| ||colspan="2"|Phone (573) 234-2132
|-
!align="center" colspan="2"|Policy and Coordination Division!!align="center" colspan="2"|Kevin Ward
|-
|colspan="2"|MO Dept. of Conservation ||colspan="2"|Federal Highway Administration
|-
|colspan="2"|P.O. Box 180 ||colspan="2"|3220 W. Edgewood, Suite H
|-
|colspan="2"|Jefferson City, MO 65102-0180||colspan="2"| Jefferson City, MO 65109
|-
|colspan="2"|Phone (573) 751-4115||colspan="2"| Phone (573) 636-7104
|-
!colspan="4" align="center"|__________________
|-
!align="center" colspan="4"|CORPS OF ENGINEER'S OFFICE
|-
|align="center" colspan="4"|(Contact MoDOT district office if clarification is needed for which Corp Office has jurisdiction)
|-
!colspan="2"|Commanding Officer !!colspan="2"|Commanding Officer
|-
|colspan="2"|Department of the Army ||colspan="2"|U.S. Army Corps of Engineers
|-
|colspan="2"|Little Rock Dist., Corps of Engineers ||colspan="2"|Kansas City District
|-
|colspan="2"|P.O. Box 867 ||colspan="2"|700 Federal Office Building
|-
|colspan="2"|Little Rock, AR 72203-0867 ||colspan="2"|601 East 12th Street
|-
|colspan="2"|Phone (501) 324-5531|| colspan="2"|Kansas City, MO 64106
|-
|colspan="2"| ||colspan="2"|Phone (816) 426-5241
|-
!colspan="2"|Commanding Officer !!colspan="2"|Commanding Officer
|-
|colspan="2"|Department of the Army ||colspan="2"|Department of the Army
|-
|colspan="2"|Rock Island Dist., Corps of Engineers||colspan="2"| Memphis Dist., Corps of Engineers
|-
|colspan="2"|P.O. Box 2004 ||colspan="2"|167 North Main Street, Room B202
|-
|colspan="2"|Rock Island, IL 61204-2004 ||colspan="2"|Memphis, TN 38103-1894
|-
|colspan="2"|Phone (309) 788-6361 ||colspan="2"|Phone (901) 544-3005
|-
!colspan="2"|Commanding Officer!!colspan="2"|
|-
|colspan="2"|U.S. Army Corps of Engineers||colspan="2"|
|-
|colspan="2"|St. Louis District||colspan="2"|
|-
|colspan="2"|1222 Spruce Street||colspan="2"|
|-
|colspan="2"|St. Louis, MO 63103-2833||colspan="2"|
|-
|colspan="2"|Phone (314) 331-8000||colspan="2"|
|}

===136.12.3.3 Other Helpful Information===

* [http://www.modot.mo.gov/safety/SafeRoutestoSchool.htm Safe Routes To School (SRTS)]

* [http://www.modot.mo.gov/scenicbyways/index.htm Scenic Byways]

* [http://www.modot.org/business/manuals/LPAContacts.htm MoDOT District Contacts for LPA]

* [http://www.modot.mo.gov/safety/trafficvolumemaps.htm AADT on MoDOT Routes]

* [http://www.modot.mo.gov/business/contractor_resources/External_Civil_Rights/DBE_program.htm DBE Directory]

====136.12.3.3.1 Commonly Used Forms====

[[media:136.14.2.1 Bridge Inventory Survey Form.xls|Bridge Inventory Survey Form]]

[http://www.modot.mo.gov/business/manuals/FFATA.htm Form 1590, Federal Funding Accountability and Transparency Act (FFATA)]

[http://www.modot.mo.gov/business/contractor_resources/External_Civil_Rights/jobtraining.htm On the Job Training Manual and Submittal Forms]

[http://www.fhwa.dot.gov/programadmin/contracts/1273/1273.pdf FHWA Form 1273 Required Contract Provisions]

[[media:136.14.2.1 Utility Agreement Actual Cost.doc|Utility Agreement - Actual Cost]]

[[media:136.14.2.1 Utility Agreement Lump Sum.doc|Utility Agreement - Lump Sum]]

[[media:136.14.2.1 Notice to Proceed.doc|Notice to Proceed]]

[[media:136.14.2.1 Force Account Record Equipment and Material.doc|Daily Force Account Record-Equipment Rental Account/Materials Account]]

[[media:136.14.2.1 Force Account Record Labor.doc|Daily Force Account Record-Labor Account]]

[[media:136.14.2.1 Force Account Record Cost Summary.doc|Force Account Record - Cost Summary]]

[[media:136.14.2.1 Sample Timesheet.xls|Sample Timesheet]]

[[media:136.14.2.1 Construction Safety Program.pdf|Construction Contract Calls for Bid]]

[[media:136.14.2.1 Awarded Construction Contracts.pdf|Awarded Construction Contracts]]

[[media:136.14.2.1 Local Project Checklist.pdf|Local Project Checklist]]

[[media:136.12.3.3.1 Obligation Request Form 2014.docx|Obligation Request Form]]

====136.12.3.3.2 Examples of Completed Forms====

[[media:136.14.2.2 Form CE2.doc|Form CE-2 Example]]

[[media:643.2 Lump Sum Estimate.doc|Utility Lump Sum Estimate Example]]

[[media:643.2 Actual Cost Estimate.doc|Utility Actual Cost Estimate Example]]

[[media:136.14.2.2 Utilites Status Letter.pdf|Sample Utilities Status Letter]]

[[media:136.14.2.2 Sample JSP for Utilities.pdf|Sample Job Special Provisions for Utilities]]

[[media:136.14.2.2 Sample Utility Agreement Lump Sum.pdf|Sample Utility Agreement - Lump Sum]]

[[media:136.14.2.2 Sample Utility Agreement Actual Cost.pdf|Sample Utility Agreement - Actual Cost]]

[[media:136.14.2.2 Bridge Slab Pour Checklist.pdf|Bridge Slab Pour Checklist & Pre-Pour Meeting Topics]]

===136.12.3.4 Links to Other Resources===

* [[Other Aspects of Pavement Design#Alternate and Optional Pavement|Alternate and Optional Pavement]]

* Equal Employment Opportunity Requirements ([http://ecfr.gpoaccess.gov/cgi/t/text/text-idx?c=ecfr&sid=3275bea9e2d87163209535159a10234d&rgn=div5&view=text&node=41:1.2.3.1.1&idno=41 41 CFR 60.1] and [http://ecfr.gpoaccess.gov/cgi/t/text/text-idx?c=ecfr&sid=3275bea9e2d87163209535159a10234d&rgn=div5&view=text&node=41:1.2.3.1.2&idno=41 41 CFR 60.2])

* [http://www.fhwa.dot.gov/ Federal Highway Administration]

* [http://www.fhwa.dot.gov/legsregs/directives/cfr23toc.htm Code of Federal Regulations 23 Highways]

* [http://www.fhwa.dot.gov/reports/utilguid/ Program Guide - Utility Adjustments and Accommodations on Federal-Aid Highway Projects]

* [http://www.usace.army.mil/Pages/Default.aspx US Army Corps of Engineers]

* Americans with Disabilities Act Access Guidelines (ADAAG):

:: [http://www.access-board.gov/ The United States Access Board]

:: [http://www.access-board.gov/guidelines-and-standards Access Board’s Guidelines and Standards]

:: [http://www.access-board.gov/guidelines-and-standards/buildings-and-sites/about-the-ada-standards/ada-standards Access Board’s ADA standards page]

:: [http://www.access-board.gov/guidelines-and-standards/streets-sidewalks Access Board’s Streets and Sidewalks]

:: [http://www.access-board.gov/guidelines-and-standards/streets-sidewalks/public-rights-of-way/background Access Board’s Background on the Public Rights-of-Way Rulemaking]

:: [http://www.access-board.gov/guidelines-and-standards/streets-sidewalks/public-rights-of-way Access Board’s Public Rights-of-Way]

:: [http://www.access-board.gov/guidelines-and-standards/streets-sidewalks/public-rights-of-way/proposed-rights-of-way-guidelines Access Board’s Proposed Guidelines (2011)]

:: [http://www.access-board.gov/guidelines-and-standards/streets-sidewalks/public-rights-of-way/background/revised-draft-guidelines Access Board’s PROWAG (2005)]

:: [http://www.access-board.gov/guidelines-and-standards/streets-sidewalks/public-rights-of-way/guidance-and-research Access Board’s Guidance and Research]

:: [http://www.access-board.gov/guidelines-and-standards/streets-sidewalks/public-rights-of-way/other-prow-resources Access Board’s Public Righs-of-Way Resources]

::[http://www.mutcd.fhwa.dot.gov/ Manual on Uniform traffic Control Devices - signals]

::[http://www.fhwa.dot.gov/environment/sidewalks/index.htm FHWA – Designing Sidewalks and Trails for Access, Part I]

::[http://www.fhwa.dot.gov/environment/sidewalk2/index.htm Part II]

::[http://www.modot.org/othertransportation/bike_ped/Bikepedintro.htm MoDOT Bike/Ped webpage]

::[http://www.modot.mo.gov/business/standards_and_specs/documents/60810.pdf MoDOT Standard Plan 608.10]

::[http://www.modot.mo.gov/business/standards_and_specs/documents/ConcreteSidewkCurbRamps1.pdf MoDOT Special Sheet, Concrete Curb Ramps]

*[http://www.wdol.gov/dba.aspx#0 Federal Wage Rates]

*[http://www.fhwa.dot.gov/programadmin/contracts/index.cfm FHWA's Construction webpage]

*[http://www.modot.mo.gov/business/standards_and_specs/highwayspecs.htm Missouri Standard Specifications for Highway Construction]

*[http://labor.mo.gov/DLS/WageAndHour/PrevailingWage/prevailing_wage.asp State Wage Rates for Local Agency Projects]

*[http://labor.mo.gov/DLS/WageAndHour/PrevailingWage/general_wage_order.asp State Wage Rates for MoDot Projects]

*[http://www.enhancements.org/ National Transportation Enhancement Clearinghouse]

*[http://moltap.org/ Missouri LTAP, Local Technical Assistance Program]

*[http://www.fhwa.dot.gov/federalaid/projects.cfm Guide to Federal-Aid Programs and Projects]

*[http://www.fhwa.dot.gov/reports/financingfederalaid/ Financing Federal-Aid Highways]

===136.12.3.5 Recent Changes to LPA Policy===

This information has been moved to [[136.13 LPA Policy Changes|EPG 136.13 LPA Policy Changes]].

[[Category:136 Local Public Agency (LPA) Policy|136.12]]

LPA:136.12 Figures, Glossary and Other Useful Links

2014-03-06T18:44:28Z

Struej1: /* 136.12.1 Figures */

==136.12.1 Figures==

<center>
{| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
|-
! Colspan="2" style="background:#BEBEBE"|[[136.1 Introduction|EPG 136.1 Introduction]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
| [[media:Fig. 136.1.10 Project Flowchart for Local Federal-Aid Projects.pdf|136.1]] || align="left" |Project Flowchart for Local Federal-Aid Projects
|-
| [[media:136.1.10.1 LPA Planning Process Chart.pdf|136.1.1]] ||align="left" | LPA Planning Process Chart
|-
| [[media:136.1.10.2 MoDOT Programming Process Chart.pdf|136.1.2]] ||align="left" | MoDOT Programming Process Chart
|-
| [[media:136.1.10.3 Right of Way Process Chart.pdf|136.1.3]] ||align="left" | Right of Way Process
|-
| [[media:136.1.10.4 Preliminary Plan Process Chart.pdf|136.1.4]] ||align="left" | Preliminary Plans Process
|-
| [[media:136.1.10.5 Plans Specifications and Estimate Process Chart.pdf|136.1.5]] ||align="left" | Final Plans Specifications & Estimate Process
|-
| [[media:136.1.10.6 Letting Plans and Contract Proposal Process Chart.pdf|136.1.6]] ||align="left" | Letting Plans & Contract Proposal Process
|-
| [[media:136.1.10.7 Construction Bidding and Contract Process Chart.pdf|136.1.7]] ||align="left" | Construction Process
|-
| [[media:136.1.10.8 LPA MoDOT Agreement Process Chart.pdf|136.1.8]] ||align="left" | LPA MoDOT Agreement Process Chart
|-
| [[media:136.1.10.9 Engineering Services Contract Process Chart.pdf|136.1.9]] ||align="left" | Engineering Services Contract Process Chart
|-
! Colspan="2" style="background:#BEBEBE"|[[136.3 Federal Aid Basics|EPG 136.3 Federal Aid Basics]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
|[[media:136.3.1.doc|136.3.1]] ||align="left" |Programming Data Form
|-
|[[media:136.3.3.doc|136.3.3]] ||align="left" |Utilities Scoping Checklist
|-
|[[media:136.3.4.pdf|136.3.4]] ||align="left" |Non-State Bridge Soft Match Credit Program Documentation Checklist
|-
|[[media:136.3.5.pdf|136.3.5]] ||align="left" |HS 4, Safe Routes to School Program Agreement
|-
|[[media:136.3.6.pdf|136.3.6]] ||align="left" |RM 11, STP Urban Program Agreement
|-
|[[media:136.3.7.pdf|136.3.7]] ||align="left" |RM 12, Transportation Enhancement Funds Program Agreement
|-
|[[media:136.3.8.pdf|136.3.8]] ||align="left" |RM 12 SUP, Transportation Enhancement Funds Supplemental Agreement
|-
|[[media:136.3.9.pdf|136.3.9]] ||align="left" |RM 13, Off-System Bridge Replacement and Rehabilitation Program Agreement
|-
|[[media:136.3.10.pdf|136.3.10]] ||align="left" |RM 14, On-System Bridge Replacement and Rehabilitation Program Agreement
|-
|136.3.11 ||align="left" |RM 15, Congestion Mitigation and Air Quality Agreement
|-
|[[media:136.3.12.pdf|136.3.12]] ||align="left" |RM 16, Transportation and Community and System Preservation Program Agreement
|-
|[[media:136.3.13.pdf|136.3.13]] ||align="left" |RM 17, Federal Aid Program Agreement
|-
|[[media:136.3.14.pdf|136.3.14]] ||align="left" |RM 15E, Congestion Mitigation and Air Quality Agreement (Vehicle and Equipment Purchases)
|-
|[[media:136.3.15.pdf|136.3.15]] ||align="left" |RM 15 SUP, CMAQ Supplemental
|-
|[[media:136.3.16.doc|136.3.16]] ||align="left" |Sample Ordinance
|-
|[[media:136.3.17 May 2012.doc|136.3.17]] ||align="left" |Work by Local Forces Proposal
|-
| [[media:136.3.18.xls|136.3.18]] ||align="left" |Construction Reimbursement Form
|-
|[[media:Fig.136.3.19 2014.pdf|136.3.19]]||align="left" | Current BEAP Consultant List
|-
|[[media:Fig.136.3.20 2013.docx|136.3.20]]||align="left" | BEAP Project Tracking Form
|-
|[[media:Fig.136.3.21.pdf|136.3.21]]||align="left" | BEAP Hourly Rate Contract
|-
|[[media:Fig.136.3.22.pdf|136.3.22]]||align="left" | Estimate of Cost for BEAP
|-
|[[media:Fig.136.3.23.pdf|136.3.23]]||align="left" | General Scope of Services, for BEAP
|-
|[[media:Fig.136.3.24.docx|136.3.24||align="left" | TEAP Program Application]]
|-
|[[media:Fig.136.3.25.xlsx|136.3.25||align="left" | TEAP Consultant MOU]]
|-
|[[media:Fig.136.3.26.xlsx|136.3.26||align="left" | TEAP Project Invoice Form]]
|-
! Colspan="2" style="background:#BEBEBE"|[[136.4 Consultant Selection and Consultant Contract Management|EPG 136.4 Consultant Selection and Consultant Contract Management]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
| [[media:Fig. 136.4.1 June 26, 2013.docx|136.4.1]] ||align="left" |Engineering Services Contract
|-
| [[media:Fig. 136.4.2.doc|136.4.2]] ||align="left" |Consultant Selection Criteria
|-
|[[media:134.3.2.1.4 Allowable Profit.pdf|136.4.3/134.3.2.1.4]]|| align="left" |Allowable Profit Curve as a % of Direct Salary Costs
|-
|[[media:Fig. 136.4.4.doc|136.4.4]]|| align="left" |Supplemental Agreement to Engineering Services contract
|-
|[[media:136.4.5.doc|136.4.5]] ||align="left" |Consultant Performance Appraisal Form
|-
| [[media:136.4.6.doc|136.4.6]] ||align="left" |Common Unallowable Costs
|-
|[[media:136.4.7 Sept 2013.doc|136.4.7]] ||align="left" |Sample Solicitation & Sample Scope of Services
|-
|[[media:136.4.9 Sept 2013.doc|136.4.9]] ||align="left" |Local Sponsor ESC Sample Cover Letter
|-
|[[media:136.4.10 2013.xlsx|136.4.10]] ||align="left" |LPA Consultant Services Invoice
|-
|[[media:136.4.11 Feb 2013.doc|136.4.11]] ||align="left" |Consultant Selection & ESC Submittal Checklist
|-
|[[media:Fig. 136.4.12.pdf|136.4.12]] ||align="left" |QBS Process Flowchart
|-
|[[media:136.4.13.doc|136.4.13]] ||align="left" |Consultant Services Q&A
|-
|[[media:Fig. 136.4.14 Aug 2013.doc|136.4.14]] ||align="left" |Checklist for reviewing Consultant Contracts
|-
|[[media:136.4.15 2014.doc|136.4.15]] ||align="left" |Conflict of Interest Disclosure Form
|-
|[[media:136.4.16.pdf|136.4.16]] ||align="left" |Overhead Schedule Example
|-
|[[media:136.4.17 Dec 2012.xlsx|136.4.17]] ||align="left" |Engineering Services Invoice EXAMPLE
|-
|[[media:136.4.18 Sept 5, 2012.docx|136.4.18]] ||align="left" |Checklist for Engineering Services Invoice
|-
|[[media:136.4.19.docx|136.4.19]] ||align="left" |LPA On-Call Consultant Evaluation
|-
! Colspan="2" style="background:#BEBEBE"|[[136.5 Non-Infrastructure|EPG 136.5 Non-Infrastructure]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
| [[media:136.5.1.xls|136.5.1]]|| align="left" |Services Provided Worksheet
|-
| [[media:136.5.2.xls|136.5.2]]|| align="left" |Materials Worksheet
|-
| [[media:136.5.3.xls|136.5.3]]|| align="left" |Equipment Usage Worksheet
|-
| [[media:136.5.4 2013.doc|136.5.4]] || align="left" |Non-Infrastructure Obligation Request Form
|-
|[[media:136.5.5.doc|136.5.5]]||align="left" |LPA Request for Environmental Services - Non-Infrastructure
|-
! Colspan="2" style="background:#BEBEBE"|[[136.6 Environmental and Cultural Requirements|EPG 136.6 Environmental and Cultural Requirements]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
| [[media:136.6.1.doc|136.6.1]] ||align="left" |Project Review Process flowchart
|-
| [[media:136.6.2.doc|136.6.2]]|| align="left" |Key Environmental/Cultural Resources Compliance Milestones
|-
| [[media:136.6.3 Apr 24, 2012.doc|136.6.3]]|| align="left" |Environmental/Cultural Resources Compliance Checklist
|-
| [[media:136.6.4.doc|136.6.4]] ||align="left" |LPA Request for Environmental Review
|-
|[[media:136.6.5 Apr 2012.doc|136.6.5]]||align="left" | Instructions for Preparing Categorical Exclusion Determination
|-
| [[media:136.6.6.doc|136.6.6]]|| align="left" |Generalized flowchart of the Section 106 Process for Local Public Agencies
|-
| [[media:136.6.7.doc|136.6.7]] ||align="left" |Memorandum of Agreement for Migration of Adverse Effects
|-
| [[media:136.6.8 2013.doc|136.6.8]]||align="left" | LPA Section 4(f) Compliance Worksheet for Public Lands
|-
| [[media:136.6.9.doc|136.6.9]]|| align="left" |Content of a Section 4(f) Evaluation
|-
| [[media:136.6.10.doc|136.6.10]] ||align="left" |Diagram of Typical Floodplain
|-
| [[media:136.6.11.doc|136.6.11]]|| align="left" |Floodplain Development Permit
|-
| [[media:136.6.12.pdf|136.6.12]]|| align="left" |Engineering “No-Rise” Certificate
|-
| [[media:136.6.13.doc|136.6.13]] ||align="left" |Procedures for “No-Rise” Certification for Proposed Development
|-
| [[media:136.6.14 Apr 24, 2012.doc|136.6.14]] ||align="left" width=500px|Procedures for Environmental Clearance of Borrow Sites and Other Disturbed Areas Outside Right of Way
|-
! colspan="2" style="background:#F5F5F7"|Other Figures and Information for EPG 136.6
|-
|colspan="2" align="center"|[http://www.achp.gov/archguide.html Advisory Council “Model MOA”]
|-
|colspan="2" align="center"|[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20Form.dot Categorical Exclusion Determination]
|-
|colspan="2" align="center"|[http://www.dnr.mo.gov/forms/780-1718_inst.pdf Instructions for Completing the SHPO 106 Survey Memo]
|-
|colspan="2" align="center"|[[Media:127.11 Form AD 1006.DOC|Farmland Conversion Impact Rating]]
|-
|colspan="2" align="center"|[http://www.usace.army.mil/CECW/Documents/cecwo/reg/nwp/nwp2007_gen_conditions_def.pdf Nationwide 404 Permit for Minor Road Crossings (NWP 14 Linear Transportation Projects)]
|-
|colspan="2" align="center"|[http://www.dnr.mo.gov/forms/780-1718.pdf State Historic Preservation Office’s Section 106 Survey Form]
|-
|colspan="2" align="center"|[http://www.dnr.mo.gov/forms/780-1027-f.pdf State Historic Preservation Office’s Section 106 Project Information Form]
|-
! Colspan="2" style="background:#BEBEBE"|[[136.7 Design|EPG 136.7 Design]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
| 136.7.1|| align="left" |Dimensional Accuracy
|-
| 136.7.2||align="left" | Utility Depth and Encasement Requirements
|-
| [[media:136.7.3.xls|136.7.3]]|| align="left" |Blank Structure Inventory and Appraisal Sheet
|-
| [[media:136.7.4.xls|136.7.4]]|| align="left" |LFD Load Rating Summary Sheet
|-
| [[media:136.7.5.xls|136.7.5]]|| align="left" |LRFR Load Rating Summary Sheet
|-
| [[media:136.7.6.doc|136.7.6]]||align="left" | Example Notice of Public Hearing
|-
! Colspan="2" style="background:#BEBEBE"|[[136.8 Local Public Agency Land Acquisition|EPG 136.8 Local Public Agency Land Acquisition]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
| [[media:136.8.1 2014.doc|136.8.1]]||align="left" | Acquisition Authority Request
|-
| [[media:136.8.2.doc|136.8.2]]||align="left" | Adjustment of Value or Just Compensation
|-
| [[media:136.8.3.doc|136.8.3]]||align="left" | Administrative Settlement Justification
|-
| [[media:136.8.4.doc|136.8.4]]||align="left" | Appraisal Monitor Checklist
|-
| [[media:136.8.5.doc|136.8.5]]||align="left" | Appraisal Review
|-
| [[media:136.8.6.doc|136.8.6]]||align="left" | Assumptions and Limiting Conditions
|-
| [[media:136.8.7.doc|136.8.7]]||align="left" | Certificate of Appraiser
|-
| [[media:136.8.8 2012.doc|136.8.8]]||align="left" | Clearance Certification Statement
|-
| [[media:136.8.9.doc|136.8.9]]||align="left" | Comparable Lease
|-
| [[media:136.8.10.doc|136.8.10]]||align="left" | Donation in Exchange for Construction Features Letter
|-
| [[media:136.8.11.doc|136.8.11]]||align="left" | Final Vacancy Notice for Relocation
|-
| [[media:136.8.12.doc|136.8.12]]||align="left" | Legal Justification for Settlement
|-
| [[media:136.8.13.doc|136.8.13]]||align="left" | Legal Trial Report
|-
| - ||align="left" |[[media:236 RW Leaflet.doc|LPA Right of Way Acquisition Brochure]]
|-
| [[media:136.8.14.doc|136.8.14]]||align="left" | LPA Negotiator Services Agreement
|-
| [[media:136.8.15.doc|136.8.15]]||align="left" | Negotiator’s Report
|-
| [[media:136.8.16.doc|136.8.16]] ||align="left" |Nonresidential Sale
|-
| [[media:136.8.17.doc|136.8.17]]||align="left" | Parcel File Checklist
|-
| [[media:136.8.18.doc|136.8.18]]||align="left" | Plan Review Checklist
|-
| [[media:136.8.19.doc|136.8.19]]||align="left" | Privately Donated Land as Credit for Match
|-
| [[media:136.8.20.doc|136.8.20]]||align="left" | Project Acquisition Monitor Checklist
|-
| [[media:136.8.21.doc|136.8.21]]||align="left" | Proposal for Appraisal Work
|-
| - ||align="left" | [http://ghepg01/forms/RW/Chapter%207_Negotiation/Pro%20Rata%20Real%20Estate%20Tax%20Claim%20Form.pdf Pro Rata Real Estate Tax Claim]
|-
| [[media:136.8.22.doc|136.8.22]]||align="left" | Relocation Monitor Checklist
|-
| [[media:136.8.23.doc|136.8.23]]||align="left" | Residential Sale
|-
| [[media:136.8.24.doc|136.8.24]]||align="left" | Review Appraiser Contract
|-
| - ||align="left" |[http://epg.modot.org/forms/RW/Chapter%206_Appraisal%20and%20Appraisal%20Review/Roster%20of%20Approved%20Contract%20Appraisers.pdf Roster of Approved Contract Appraisers]
|-
| - ||align="left" |[http://ghepg01/forms/RW/Chapter%207_Negotiation/Roster%20of%20Approved%20Contract%20Negotiators.pdf Roster of Approved Contract Negotiators]
|-
| [[media:136.8.25 Sept 2013.doc|136.8.25]]||align="left" | Sample Donation Letter & Waiver of Appraisal
|-
| [[media:136.8.26 Sept 2013.doc|136.8.26]]||align="left" | Sample Letter Offer – Pay Estimate
|-
| [[media:136.8.27 Sept 2013.doc|136.8.27]]||align="left" | Sample Letter Offer – Value Finding
|-
| [[media:136.8.28.doc|136.8.28]]||align="left" | Scope of Assignment
|-
| [[media:136.8.29.doc|136.8.29]]||align="left" | Standard Appraisal Format
|-
| [[media:136.8.30.doc|136.8.30]]||align="left" | Summary of HB 1944
|-
| [[media:136.8.31.doc|136.8.31]] ||align="left" |Summary Value of Tenant Interests
|-
| [[media:136.8.32.doc|136.8.32]]||align="left" | Uniform Residential Appraisal Report
|-
| [[media:136.8.33.doc|136.8.33]]||align="left" | Value Finding Appraisal Format
|-
| [[media:136.8.34.doc|136.8.34]] ||align="left" |Waiver Valuation
|-
| [[media:136.8.35.doc|136.8.35]]||align="left" | 60-Day Notice of Owners Rights
|-
! Colspan="2" style="background:#BEBEBE"|[[136.9 Plans, Specs and Estimates (PSE)|EPG 136.9 Plans, Specs and Estimates (PSE)]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
| [[media:136.9.1 May 17, 2013.xlsx|136.9.1]]|| align="left" |Final PS&E Submittal Checklist
|-
| [[media:136.9.2.doc|136.9.2]]|| align="left" |Subcontractor Certification Regarding Affirmative Action
|-
| [[media:136.9.3 Feb 2014.doc|136.9.3]]|| align="left" |Federal Project Bid Proposal Boilerplate
|-
| [[media:136.9.4 Sept 2012.doc|136.9.4]]|| align="left" |ADA Checklist
|-
| [[media:136.9.5 2013.doc|136.9.5]]|| align="left" |LPA Certification of PS&E
|-
| [[media:136.9.6.doc|136.9.6]]|| align="left" |Utility Status Letter
|-
| [http://www.fhwa.dot.gov/programadmin/contracts/1273/1273.pdf 136.9.7]|| align="left" |FHWA 1273
|-
| [[media:136.9.8.doc|136.9.8]]|| align="left" |DBE Provisions
|-
| [[media:136.9.9.doc|136.9.9]]|| align="left" |DBE Submittal Forms
|-
| [[media:136.9.10.pdf|136.9.10]]|| align="left" |Example Itemized Bid Form
|-
| [[media:136.9.11.pdf|136.9.11]] ||align="left" |Example Estimate (with categories)
|-
| [[media:136.9.12 Oct 2012.doc|136.9.12]] ||align="left" |ADA Certification
|-
! Colspan="2" style="background:#BEBEBE"|[[136.10 Advertisement for Bid and Project Award|EPG 136.10 Advertisement for Bid and Project Award]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
| [[media:136.10.1.doc|136.10.1]] ||align="left" |Sample Advertisement
|-
| [[media:136.10.2.doc|136.10.2]]|| align="left" |Bid Concurrence Checklist
|-
| [[media:136.10.3.docx|136.10.3]] || align="left" |Sample Contract Agreement
|-
| [[media:136.10.4.doc|136.10.4]] || align="left" |Sample Contract Bond
|-
| [[media:136.10.5.pdf|136.10.5]] || align="left" | Sample Contractor's Acknowledgement
|-
! Colspan="2" style="background:#BEBEBE"|[[136.11 Local Public Agency Construction|EPG 136.11 Local Public Agency Construction]]
|-
! style="background:#F5F5F7"|New Figure No.!! style="background:#F5F5F7"|Figure Title
|-
| [[media:136.11.1 Nov 2013.doc|136.11.1]]|| align="left" |General Guideline for LPA Preconstruction Conference
|-
| [[media:136.11.2.doc|136.11.2]] ||align="left" |Change Order Form
|-
| [[media:136.11.3.doc|136.11.3]] ||align="left" |Progress Report
|-
| [[media:136.11.4.doc|136.11.4]]|| align="left" |Request for Approval of Subcontract
|-
| [[media:136.11.5.xls|136.11.5]]|| align="left" |DBE Subcontract Worksheet
|-
| [[media:136.11.6 June 2012.doc|136.11.6]]|| align="left" |Contractor’s Instructions for Filling out Request to Subcontract Work
|-
| [[media:136.11.7.doc|136.11.7]] ||align="left" |Wage Rate Interview (Labor Compliance/EEO)
|-
| [[media:136.11.8.doc|136.11.8]] ||align="left" |Form FHWA-1391
|-
| [[media:136.11.9.doc|136.11.9]]|| align="left" |Contractor DBE Certification
|-
| [[media:136.11.10.doc|136.11.10]]|| align="left" |Contractor’s Affidavit Regarding Settlement of Claims
|-
| [[media:136.11.11.doc|136.11.11]]|| align="left" |Affidavit (Compliance with Prevailing Wage Law)
|-
|[[media:136.11.12.doc|136.11.12]]||align="left" | Site Visit Checklist
|-
|[[media:110.2 checklist 2013.pdf|136.11.13]]||align="left" | Job Bulletin Board Checklist
|-
|[[media:Fig. 136.11.14.pdf|136.11.14]]||align="left" |Construction Invoice Example 1
|-
|[[media:Fig. 136.11.15.pdf|136.11.15]]||align="left" |Construction Invoice Example 2
|-
| EPG Article ||align="left" | [[Off-Systems Guide Schedule for Federal-Aid Acceptance Sampling and Testing (FAST)|Off-Systems Guide Schedule for Federal-Aid Acceptance Sampling & Testing (FAST)]]
|}
</center>

==136.12.2 Glossary==

'''AASHTO:''' American Association of State Hwy & Transportation Officials

'''AADT:''' Annual Average Daily Traffic. (ADT, Average Daily Traffic, is also commonly used.)

'''ACHP:''' Advisory Council on Historic Preservation

'''Agreement:''' The legal document between agencies necessary to administer projects.

'''AISC:''' American Institute of Steel Construction

'''Allocation:''' The reservation of federal funds to the local agencies each year.

'''APE:''' Area of Potential Effects

'''AREMA:''' American Railway Engineering and Maintenance-of-Way Association.

'''Authorization:''' Approval by FHWA to incur future costs relative to a project.

'''BMP:''' Best Management Practive

'''BRM:''' On-System Bridge Replacement and Rehabilitation Program.

'''BRO:''' Off-System Bridge Replacement and Rehabilitation Program.

'''Brooks Act:''' Consultant contracts for engineering and design related services financed with Federal-Aid highway funds must result from negotiations which utilize [[:Category:134 Engineering Professional Services#134.1 Introduction|qualifications-based selection procedures]]. Qualifications based procedures do not allow for price to be used as a factor in the selection process.

'''Categorical Exclusion (CE):''' Projects that are minor enough in nature that they will not require preparation of a formal environmental statement.

'''CE:''' Construction Engineering

'''CE2:''' Categorical Exclusion II

'''CERCLIS:''' Comprehensive Environmental Response, Compensation, and Liability Information System

'''CFR:''' Code of Federal Regulations

'''Change Order:''' A supplement to the contract that provides authority to pay for revisions in quantities or authorize changes to design features or specifications.

'''CMAQ:''' Congestion Mitigation and Air Quality

'''COE:''' U.S. Army Corps of Engineers

'''Commission:''' Missouri Highway and Transportation Commission.

'''Competitive Bidding:''' Construction projects are required to be advertised and awarded to the lowest responsible and responsive bidder through open competitive bidding, unless use of an eligible force account is more cost effective.

'''Construction Engineering (CE):''' Construction inspection engineering

'''Council:''' Advisory Council on Historic Preservation

'''County Aid Road Trust (CART) Funding:''' CART Funds are apportioned to counties on the basis of two factors : 1) one-half of the funds are credited to the county based on the ratio that its road mileage bears to the total county road mileage in the unincorporated areas of the state, and 2) one-half is credited to the county based on the ratio that its rural land valuation bears to the rural land valuation of the entire state.

'''Credit Bridge:''' Bridge constructed to BRO standards with local funds, 80% of the cost may be applied to a normal federally funded bridge project in lieu of the 20% local match.

'''Cultural Resources:''' A cultural resource is any archaeological site, building, structure (e.g., bridge), district, or object. A historically significant cultural resource is one that meets certain criteria and is included in, or eligible for inclusion on, the National Register of Historic Places (NRHP) and is termed a historic property or historic resource. Not all cultural resources are historically significant, but potential project impacts to all must be considered.

'''DBA:''' Decibel Adjusted

'''DBE:''' Disadvantage (or Disadvantaged) Business Enterprise

'''Debarred:''' Suspended from entering into a contract with the Government

'''Deficient Structure:''' A bridge which is either structurally deficient or functionally obsolete.

'''DEIS:''' Draft Environmental Impact Statement

'''Design Standards:''' Projects on the National Highway System (NHS) must be designed with AASHTO and/or FHWA approved standards. It is recommended that all projects follow AASHTO guidelines for design and construction.

'''DNR:''' Missouri Department of Natural Resources

'''DOI:''' U.S. Department of Interior

'''Donations:''' “Donations” and “Contributions” are costs incurred for eligible non-federal share project activities that are necessary for the implementation of a project and are provided by a third party to an LPA without charge.

'''EA:''' Environmental Assessment

'''EEO:''' Equal Employment Opportunity

'''EIS:''' Environmental Impact Statement

'''EO:''' Executive Order

'''EPA:''' Environmental Protection Agency

'''EPG:''' [http://epg.modot.org/index.php?title=Main_Page Engineering Policy Guide]

'''FEIS:''' Final Environmental Impact Statement

'''FEMA:''' Federal Emergency Management Agency

'''FHWA:''' Federal Highway Administration

'''FONSI:''' Finding of No Significant Impact

'''Force Account Work:''' Work that arises unexpectedly during the construction of a project. The work can be performed by a contractor, a subcontractor or the local agency's forces and the cost is determined by keeping track of the labor forces, equipment, material and associated costs used to complete the unexpected work.

'''FPPA:''' Farmland Protection Policy Act

'''Functionally Obsolete:''' A bridge is generally considered functionally obsolete if it is unable to properly accommodate traffic due to poor roadway alignment, waterway, insufficient width, waterway, low structural evaluation, or inadequate clearances. For a more detailed description of the specific criteria used to determine this item, refer to [[:Category:753 Bridge Inspection Rating|EPG 753 Bridge Inspection Rating]] or the appropriate FHWA publication.

'''FWS:''' U.S. Fish and Wildlife Service

'''HABS:''' Historic American Building Survey

'''HAER:''' Historic American Engineering Record

'''Hazardous Waste:''' [[127.8 Hazardous and Solid Waste|Hazardous waste]] is a material that could cause harm to people or the environment; it can include solid materials, liquids, and gases. Some examples could be gas station releases, drums or containers of known or unknown material, tanks, old dumps, and e-waste. Any container with unknown contents should be considered hazardous until identified by a qualified person. If there is a question about what might be hazardous, contact the Missouri Department of Natural Resources Environmental Emergency Response Unit at 573-634-2436 for assistance with identification.

'''HBP:''' Highway Bridge Program.

'''Historic Property:''' A historic property is a cultural resource that meets at least one of the following criteria: a) it is associated with events that have made a significant contribution to our history; b) it is associated with significant persons in our past; c) it has high artistic value, is the work of a master craftsman, or embodies distinctive characteristics of a type, period, or method of construction; or d) it can answer specific research questions and topics or can contribute to our current state of knowledge. Historic properties typically must be at least 50 years of age or older but exceptionally important properties can be less than 50 years old.

'''Historic Resource:''' A historic resource is a cultural resource that meets at least one of the following criteria: a) it is associated with events that have made a significant contribution to our history; b) it is associated with significant persons in our past; c) it has high artistic value, is the work of a master craftsman, or embodies distinctive characteristics of a type, period, or method of construction; or d) it can answer specific research questions and topics or can contribute to our current state of knowledge. Historic resources typically must be at least 50 years of age or older but exceptionally important resources can be less than 50 years old.

'''HMGP:''' Hazard Mitigation Grant Program

'''HUD:''' U.S. Department of Housing and Urban Development

'''Independent Assurance Test:''' A test performed independently of a job control test and according to the [[:Category:123 Federal-Aid Highway Program#123.3.1 Independent Assurance Samples and Tests (IAS) System Based|guide schedule]].

'''In Kind Services:''' Donated labor, equipment or material.

'''ISTEA:''' Intermodal Surface Transportation Efficiency Act. Six year Highway Act from October 1, 1991 to September 30, 1997.

'''Job Control Test:''' Routine test performed on the site by the local agency or its representative to assure that the project is constructed in compliance with the applicable specifications.

'''Keeper:''' Keeper of the National Register of Historic Places

'''LFD:''' Load Factor Design

'''Low Water Bridge:''' A bridge having a waterway capacity design less than the 10 year frequency discharge.

'''Low Water Crossing:''' Waterway crossing other than a bridge where construction improvements have been made to produce a firm surface for vehicles to travel.

'''LPA:''' Local Public Agency

'''LRFD:''' Load and Resistance Factor Design

'''LRFR:''' Load and Resistance Factor Rating

'''LUST:''' Leaking petroleum underground storage tank

'''LWCF:''' Land and Water Conservation Fund

'''LWCFA:''' Land and Water Conservation Fund Act

'''MAP-21:''' Moving Ahead for Progress in the 21st Century. Two-year Highway Act from October 1, 2012 to September 30, 2014.

'''MDC:''' Missouri Department of Conservation

'''MHTC:''' Missouri Highway and Transportation Commission

'''MoDOT:''' Missouri Department of Transportation

'''MOA:''' Memorandum of Agreement

'''Materials Certification:''' Statements provided by the contractor, fabricator, or manufacturer that certain materials comply with the requirements of the contract.

'''[http://www.modot.mo.gov/business/standards_and_specs/standardplans.htm Missouri Standard Plans]:''' Construction detail plans available from MoDOT which meet AASHTO design requirements.

'''[http://www.modot.mo.gov/business/standards_and_specs/highwayspecs.htm Missouri Standard Specifications for Highway Construction, 2004 Edition]:''' The directions, provisions and requirements for the performance of the work for the quantity, quality and proportion of materials.

'''MPO:''' Metropolitan Planning Organizations carry out the transportation planning process for communities with a population greater than 50,000.

'''MUTCD:''' ''Manual on Uniform Traffic Control Devices ''

'''National Register:''' National Register of Historic Places

'''NBI:''' National Bridge Inventory

'''NEPA:''' National Environmental Policy Act

'''NFIB:''' Nation Flood Insurance Program

'''NFIP:''' National Flood Insurance Program

'''NHPA:''' National Historic Preservation Act

'''NOA:''' Notice of Availability

'''NPDES:''' National Pollutant Discharge Elimination System

'''NRCS:''' Natural Resources Conservation Service

'''NRHP:''' National Register of Historic Places

'''NWP:''' Nationwide Section 404 Permit

'''Obligation Limitation:''' Limits the amount of federal funds that may be obligated during a certain time period (also called Obligation Authority and Contract Control).

'''Obligation of Funds:''' The formal commitment by FHWA to participate in a share of the project costs.

'''Off-System Routes:''' Routes that have a functional classification of rural local, local road or street, or a rural minor collector.

'''On-System Routes:''' Routes that have a functional classification of urban collector, rural major collector, rural or urban arterial, or an expressway.

'''PA:''' Programmatic Agreement

'''PDEIS:''' Preliminary Draft Environmental Impact Statement

'''PE:''' Preliminary Engineering. All engineering work performed by the local agency or their consultant prior to award of contract.

'''PEA:''' Preliminary Environmental Assessment

'''PFEIS:''' Preliminary Final Environmental Impact Statement

'''PS&E:''' Construction plans, specifications, and quantity estimates.

'''Posting:''' Establishment of a maximum weight limit for vehicles using the bridge.

'''Pro Rata Share:''' The legal federal share for a project established at the time of project approval. Pro rata share is typically expressed as a percentage of the total participating costs of the project.

'''Public Interest Finding:''' Cost effective justification that must be provided to MoDOT by a local agency that is seeking to do a federally funded project with its own forces.

'''QBS:''' Qualifications Based Selection

'''RCG:''' Recording and Coding Guide for the structure inventory and appraisal of the nations bridges

'''Rehabilitation:''' Work required to eliminate the items that cause a bridge to be identified as deficient.

'''Reimbursement:''' Payment of federal funds to a local agency.

'''RER:''' Request for Environmental Review

'''Responsible Person in Charge:'''

'''RFP:''' Request for Proposal

'''RFQ:''' Request for Qualifications

'''ROD:''' Record of Decision

'''RSMO:''' Revised Missouri State Statue

'''SAFETEA-LU:''' Safe, Accountable, Flexible, Efficient Transportation Equity Act: A Legacy for Users. Five-year Highway Act from October 1, 2004 to September 30, 2009 with two one-year extensions to September 30, 2012.

'''Section 106:''' Section 106 of the National Historic Preservation Act of 1966 - the primary legislation that requires cultural resource investigations. Any project using federal funds or needing federal permits must comply with the Section 106 requirements. The Section 106 process consists of three primary stages, with the outcome of each stage determining whether the activities of the next stage are necessary (36 CFR Part 800)

'''Section 401:''' Water Quality Certification

'''Section 404/Wetlands:''' A project may involve activities in an area that contains wetland or waters of the United States and may require a Section 404 permit from the U.S. Army Corps of Engineers. It is a violation of federal law to place fill in waters of the U.S. or wetlands without the necessary permits.

'''Section 4(f):''' Section 4(f) of the Department of Transportation Act of 1966 – provides protection for public parks and recreation areas, wildlife and waterfowl refuges and significant historic sites on publicly owned land. It requires demonstrating that there is no feasible and prudent alternative to the use of the property and that all is possible planning has been done to minimize harm to the property.

'''Section 6(f) of the Land and Water Conservation Fund:''' A project that has potential involvement with parks or other public lands which may have been purchased or improved using funds from the Land and Water Conservation Fund (LWCF).

'''S.E.M.A.:''' The State Emergency Management Agency has responsibility for coordinating state agencies' response to disasters.

'''SHPO:''' State Historic Preservation Officer

'''SI&A:''' Structure Inventory and Appraisal Sheet

'''SIP:''' State Implementation Plan

'''Soft Match:''' Credit earned by counties who replace their deficient bridges with local funding. It can be used in lieu of the 20% local match on bridge projects.

'''SOQ:''' Statement of Qualifications

'''Sponsor:''' The local government or public agency responsible for providing matching funds for the proposed project.

'''SRTS:''' Safe Routes to Schools

'''STIP:''' Statewide Transportation Improvement Program

'''STP:''' Surface Transportation Program

'''Structurally Deficient:''' A bridge is generally considered to be structurally deficient if it is in relatively poor condition, or has insufficient load carrying capacity for modern design loadings. The insufficient load capacity may be the result of the loads used in the original design or degradation of structural properties due to deterioration. For a more detailed description of the specific criteria used to determine this item, [[:Category:753 Bridge Inspection Rating|EPG 753 Bridge Inspection Rating]] or appropriate FHWA publications should be consulted.

'''Sufficiency Rating:''' A numerical rating of a bridge based on its structural adequacy, safety, serviceability, functional obsolescence and essentially for public use.

'''TAP:''' Transportation Alternatives Program

'''TEA21:''' Transportation Equity Act for the 21st Century. Six-year Highway Act from October 1, 1997 to September 30, 2003 with a one-year extension to September 30, 2004.

'''TIFF:''' Tagged Image File Format

'''TIP:''' Transportation Improvement Program

'''Title 23 U.S.C.:''' Title 23 of the United States Code contains most of the laws governing the Federal-Aid Highway Program.

'''TNM:''' Traffic Noise Model

'''UPARR:''' Urban Park and Recreation Recovery

'''USC:''' United States Code

'''USDA:''' United States Department of Agriculture

'''USGS:''' United States Geological Survey

'''UST:''' Petroleum Underground storage tank site

'''WBE:''' Women Business Enterprise. Term not in current usage. Definition of Disadvantaged Business Enterprise includes WBEs.

'''Work by Local Forces:''' Construction performed by the local agency's work force. If the local agency elects to perform work with its own forces, and/or use their own materials and equipment, MoDOT and FHWA must approve all work being done. The work by local forces must be in the public interest and shown to be cost effective. See [[136.3 Federal Aid Basics#136.3.12 Federal-aid Participation for Local Work|EPG 136.3.12 Federal-aid Participation for Local Work]] for more details.

'''23 CFR:''' Title 23 of the Code of Federal Regulations is a collection (updated annually) of the general and permanent rules and regulations required to implement the provisions of federal law relating to the National Highway Traffic Safety Administration and Federal Highway Administration.

==136.12.3 Helpful Information and Links==

Please use the [http://www3.modot.mo.gov/FEDAID.nsf/LPA?OpenForm LPA Manual Change Request Form] to request manual changes throughout the year or the [http://www3.modot.mo.gov/FEDAID.nsf/Comments?OpenForm Revisions Comments Form] to make comments on proposed revisions.

===136.12.3.1 Local Programs===

Local Programs provides federal funding to cities and counties for their transportation improvements. Please refer to [[:Category:136 Local Public Agency (LPA) Policy|EPG 136 Local Public Agency Policy]] for guidance to utilize federal funding made available to local agencies through the programs listed below.
[[image:616.16.1 MoDOT districts.gif|right|320px|thumb|<center>'''MoDOT districts'''</center>|
{| align="center"
|-
!colspan="2"|<center>'''Transportation Enhancements'''</center>
|-
!align="center"|[[media:136.14 D1 Transportation Enhancements 2010.doc|District 1, St. Joseph]] !!align="center"|[http://www.modot.mo.gov/business/manuals/documents/D2Guide.pdf District 2, Macon]
|-
!align="center"|[[media:136.14 D3 Transportation Enhancements 2010.doc|District 3, Hannibal]] !!align="center"|[http://www.modot.mo.gov/business/manuals/documents/D4Guide.pdf District 4, Lee's Summit]
|-
!align="center"|[http://www.modot.mo.gov/business/manuals/documents/D5Guide.pdf District 5, Jefferson City] !!align="center"|[http://www.modot.mo.gov/business/manuals/documents/D6Guide.pdf District 6, Chesterfield]
|-
!align="center"|[http://www.modot.mo.gov/business/manuals/documents/D7Guide.pdf District 7, Joplin] !!align="center"|[http://www.modot.mo.gov/business/manuals/documents/D8Guide.pdf District 8, Springfield]
|-
!align="center"|[http://www.modot.mo.gov/business/manuals/documents/D9Guide.pdf District 9, Willow Springs] !! align="center"|[http://www.modot.mo.gov/business/manuals/documents/D10Guide.pdf District 10, Sikeston]
|-
|A [http://www.modot.org/bolderfiveyeardirection/documents/New-District-Map.pdf new map of MoDOT districts] is available. More detailed info about district Transportation Enhancements within these new district boundaries will be available later.||[[image:102 map.jpg|160px]]
|}]]
====136.12.3.1.1 Transportation Enhancements (TE)====
{|style="padding: 0.3em; margin-right:7px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="135px" align="left"
|-
|[[media:134.14.1.1.doc|'''Transportation Enhancements District Contacts''']]
|}
This program provides funding through a competitive selection process for transportation related activities other than routine highway and bridge construction. For program details and project examples, click on the desired district, listed to the right, to access the TE Guide.

====136.12.3.1.2 Off-System Bridge Replacement and Rehabilitation (BRO)====

This program provides funding to counties for replacement or rehabilitation of deficient bridges.

====136.12.3.1.3 On-System Bridge Replacement and Rehabilitation (BRM)====

This program provides funding through a competitive selection process for replacement or rehabilitation of deficient bridges.

====136.12.3.1.4 Congestion Mitigation and Air Quality (CMAQ)====

This program provides funding for projects that improve air quality within Environmental Protection Agency designated areas.

====136.12.3.1.5 Surface Transportation Program (STP)====

'''Large Urban'''

This program provides funding for transportation facilities within the Transportation Management Areas of Kansas City, Springfield and St. Louis.

'''Small Urban'''

This program provides funding for transportation facilities within urban areas with an urban cluster population greater than 5,000.

===136.12.3.2 MoDOT District and Central Office Information===
{|style="padding: 0.3em; margin-right:5px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="470px" align="center"
|-
!align="center"|[http://www.modot.mo.gov/northwest/ NW District] !!align="center"|[http://www.modot.mo.gov/northeast/ NE District]!!align="center"|[http://www.modot.mo.gov/kansascity/ Kansas City District] !!align="center"|[http://www.modot.mo.gov/central/ Central District]
|-
|align="center"|St. Joseph ||align="center"| Hannibal ||align="center"|Lee's Summit ||align="center"| Jefferson City
|-
!align="center"|[http://www.modot.mo.gov/stlouis/ St. Louis District] !!align="center"|[http://www.modot.mo.gov/southwest/ SW District]!!align="center"|[http://www.modot.mo.gov/southeast/ SE District] !!align="center"|
|-
|align="center"|Chesterfield|| align="center"|Springfield||align="center"|Sikeston ||align="center"|
|-
!align="center" colspan="4"|Central Office
|-
|colspan="2" align="center"|MoDOT – Resource Management (RM)||colspan="2" align="center"|MoDOT - Design (DE)
|-
|colspan="2" align="center"|P.O. Box 270||colspan="2" align="center"|P.O. Box 270
|-
|colspan="2" align="center"|Jefferson City, MO 65102||colspan="2" align="center"|Jefferson City, MO 65102
|-
|colspan="2" align="center"|(573) 526-8106; Fax: (573) 526-2819||colspan="2" align="center"|(573) 751-2876; Fax: (573) 526-3261
|-
!colspan="4" align="center"|__________________
|-
!colspan="4" align="center"|[http://www.modot.mo.gov/plansandprojects/long-range_plan/ListofMissouriMPOs.htm METROPOLITAN PLANNING ORGANIZATIONS]
|-
!colspan="4" align="center"|__________________
|-
!colspan="4" align="center"|OTHER REGULATORY AGENCIES
|-
!colspan="2" align="center"|State Historic Preservation Office!!colspan="2" align="center"|Charles Scott
|-
|colspan="2"| MO Dept. of Natural Resources||colspan="2" | Field Supervisor
|-
|colspan="2" |P.O. Box 176 ||colspan="2"| Columbia Field Office
|-
|colspan="2" |Jefferson City, MO 65102 ||colspan="2"| U.S. Fish and Wildlife Service
|-
|colspan="2" |Phone (573) 751-2479 ||colspan="2" |101 Park DeVille Drive, Suite A
|-
|colspan="2"| ||colspan="2"|Columbia, MO 65203-0007
|-
|colspan="2"| ||colspan="2"|Phone (573) 234-2132
|-
!align="center" colspan="2"|Policy and Coordination Division!!align="center" colspan="2"|Kevin Ward
|-
|colspan="2"|MO Dept. of Conservation ||colspan="2"|Federal Highway Administration
|-
|colspan="2"|P.O. Box 180 ||colspan="2"|3220 W. Edgewood, Suite H
|-
|colspan="2"|Jefferson City, MO 65102-0180||colspan="2"| Jefferson City, MO 65109
|-
|colspan="2"|Phone (573) 751-4115||colspan="2"| Phone (573) 636-7104
|-
!colspan="4" align="center"|__________________
|-
!align="center" colspan="4"|CORPS OF ENGINEER'S OFFICE
|-
|align="center" colspan="4"|(Contact MoDOT district office if clarification is needed for which Corp Office has jurisdiction)
|-
!colspan="2"|Commanding Officer !!colspan="2"|Commanding Officer
|-
|colspan="2"|Department of the Army ||colspan="2"|U.S. Army Corps of Engineers
|-
|colspan="2"|Little Rock Dist., Corps of Engineers ||colspan="2"|Kansas City District
|-
|colspan="2"|P.O. Box 867 ||colspan="2"|700 Federal Office Building
|-
|colspan="2"|Little Rock, AR 72203-0867 ||colspan="2"|601 East 12th Street
|-
|colspan="2"|Phone (501) 324-5531|| colspan="2"|Kansas City, MO 64106
|-
|colspan="2"| ||colspan="2"|Phone (816) 426-5241
|-
!colspan="2"|Commanding Officer !!colspan="2"|Commanding Officer
|-
|colspan="2"|Department of the Army ||colspan="2"|Department of the Army
|-
|colspan="2"|Rock Island Dist., Corps of Engineers||colspan="2"| Memphis Dist., Corps of Engineers
|-
|colspan="2"|P.O. Box 2004 ||colspan="2"|167 North Main Street, Room B202
|-
|colspan="2"|Rock Island, IL 61204-2004 ||colspan="2"|Memphis, TN 38103-1894
|-
|colspan="2"|Phone (309) 788-6361 ||colspan="2"|Phone (901) 544-3005
|-
!colspan="2"|Commanding Officer!!colspan="2"|
|-
|colspan="2"|U.S. Army Corps of Engineers||colspan="2"|
|-
|colspan="2"|St. Louis District||colspan="2"|
|-
|colspan="2"|1222 Spruce Street||colspan="2"|
|-
|colspan="2"|St. Louis, MO 63103-2833||colspan="2"|
|-
|colspan="2"|Phone (314) 331-8000||colspan="2"|
|}

===136.12.3.3 Other Helpful Information===

* [http://www.modot.mo.gov/safety/SafeRoutestoSchool.htm Safe Routes To School (SRTS)]

* [http://www.modot.mo.gov/scenicbyways/index.htm Scenic Byways]

* [http://www.modot.org/business/manuals/LPAContacts.htm MoDOT District Contacts for LPA]

* [http://www.modot.mo.gov/safety/trafficvolumemaps.htm AADT on MoDOT Routes]

* [http://www.modot.mo.gov/business/contractor_resources/External_Civil_Rights/DBE_program.htm DBE Directory]

====136.12.3.3.1 Commonly Used Forms====

[[media:136.14.2.1 Bridge Inventory Survey Form.xls|Bridge Inventory Survey Form]]

[http://www.modot.mo.gov/business/manuals/FFATA.htm Form 1590, Federal Funding Accountability and Transparency Act (FFATA)]

[http://www.modot.mo.gov/business/contractor_resources/External_Civil_Rights/jobtraining.htm On the Job Training Manual and Submittal Forms]

[http://www.fhwa.dot.gov/programadmin/contracts/1273/1273.pdf FHWA Form 1273 Required Contract Provisions]

[[media:136.14.2.1 Utility Agreement Actual Cost.doc|Utility Agreement - Actual Cost]]

[[media:136.14.2.1 Utility Agreement Lump Sum.doc|Utility Agreement - Lump Sum]]

[[media:136.14.2.1 Notice to Proceed.doc|Notice to Proceed]]

[[media:136.14.2.1 Force Account Record Equipment and Material.doc|Daily Force Account Record-Equipment Rental Account/Materials Account]]

[[media:136.14.2.1 Force Account Record Labor.doc|Daily Force Account Record-Labor Account]]

[[media:136.14.2.1 Force Account Record Cost Summary.doc|Force Account Record - Cost Summary]]

[[media:136.14.2.1 Sample Timesheet.xls|Sample Timesheet]]

[[media:136.14.2.1 Construction Safety Program.pdf|Construction Contract Calls for Bid]]

[[media:136.14.2.1 Awarded Construction Contracts.pdf|Awarded Construction Contracts]]

[[media:136.14.2.1 Local Project Checklist.pdf|Local Project Checklist]]

[[media:136.12.3.3.1 Obligation Request Form 2014.docx|Obligation Request Form]]

====136.12.3.3.2 Examples of Completed Forms====

[[media:136.14.2.2 Form CE2.doc|Form CE-2 Example]]

[[media:643.2 Lump Sum Estimate.doc|Utility Lump Sum Estimate Example]]

[[media:643.2 Actual Cost Estimate.doc|Utility Actual Cost Estimate Example]]

[[media:136.14.2.2 Utilites Status Letter.pdf|Sample Utilities Status Letter]]

[[media:136.14.2.2 Sample JSP for Utilities.pdf|Sample Job Special Provisions for Utilities]]

[[media:136.14.2.2 Sample Utility Agreement Lump Sum.pdf|Sample Utility Agreement - Lump Sum]]

[[media:136.14.2.2 Sample Utility Agreement Actual Cost.pdf|Sample Utility Agreement - Actual Cost]]

[[media:136.14.2.2 Bridge Slab Pour Checklist.pdf|Bridge Slab Pour Checklist & Pre-Pour Meeting Topics]]

===136.12.3.4 Links to Other Resources===

* [[Other Aspects of Pavement Design#Alternate and Optional Pavement|Alternate and Optional Pavement]]

* Equal Employment Opportunity Requirements ([http://ecfr.gpoaccess.gov/cgi/t/text/text-idx?c=ecfr&sid=3275bea9e2d87163209535159a10234d&rgn=div5&view=text&node=41:1.2.3.1.1&idno=41 41 CFR 60.1] and [http://ecfr.gpoaccess.gov/cgi/t/text/text-idx?c=ecfr&sid=3275bea9e2d87163209535159a10234d&rgn=div5&view=text&node=41:1.2.3.1.2&idno=41 41 CFR 60.2])

* [http://www.fhwa.dot.gov/ Federal Highway Administration]

* [http://www.fhwa.dot.gov/legsregs/directives/cfr23toc.htm Code of Federal Regulations 23 Highways]

* [http://www.fhwa.dot.gov/reports/utilguid/ Program Guide - Utility Adjustments and Accommodations on Federal-Aid Highway Projects]

* [http://www.usace.army.mil/Pages/Default.aspx US Army Corps of Engineers]

* Americans with Disabilities Act Access Guidelines (ADAAG):

:: [http://www.access-board.gov/ The United States Access Board]

:: [http://www.access-board.gov/guidelines-and-standards Access Board’s Guidelines and Standards]

:: [http://www.access-board.gov/guidelines-and-standards/buildings-and-sites/about-the-ada-standards/ada-standards Access Board’s ADA standards page]

:: [http://www.access-board.gov/guidelines-and-standards/streets-sidewalks Access Board’s Streets and Sidewalks]

:: [http://www.access-board.gov/guidelines-and-standards/streets-sidewalks/public-rights-of-way/background Access Board’s Background on the Public Rights-of-Way Rulemaking]

:: [http://www.access-board.gov/guidelines-and-standards/streets-sidewalks/public-rights-of-way Access Board’s Public Rights-of-Way]

:: [http://www.access-board.gov/guidelines-and-standards/streets-sidewalks/public-rights-of-way/proposed-rights-of-way-guidelines Access Board’s Proposed Guidelines (2011)]

:: [http://www.access-board.gov/guidelines-and-standards/streets-sidewalks/public-rights-of-way/background/revised-draft-guidelines Access Board’s PROWAG (2005)]

:: [http://www.access-board.gov/guidelines-and-standards/streets-sidewalks/public-rights-of-way/guidance-and-research Access Board’s Guidance and Research]

:: [http://www.access-board.gov/guidelines-and-standards/streets-sidewalks/public-rights-of-way/other-prow-resources Access Board’s Public Righs-of-Way Resources]

::[http://www.mutcd.fhwa.dot.gov/ Manual on Uniform traffic Control Devices - signals]

::[http://www.fhwa.dot.gov/environment/sidewalks/index.htm FHWA – Designing Sidewalks and Trails for Access, Part I]

::[http://www.fhwa.dot.gov/environment/sidewalk2/index.htm Part II]

::[http://www.modot.org/othertransportation/bike_ped/Bikepedintro.htm MoDOT Bike/Ped webpage]

::[http://www.modot.mo.gov/business/standards_and_specs/documents/60810.pdf MoDOT Standard Plan 608.10]

::[http://www.modot.mo.gov/business/standards_and_specs/documents/ConcreteSidewkCurbRamps1.pdf MoDOT Special Sheet, Concrete Curb Ramps]

*[http://www.wdol.gov/dba.aspx#0 Federal Wage Rates]

*[http://www.fhwa.dot.gov/programadmin/contracts/index.cfm FHWA's Construction webpage]

*[http://www.modot.mo.gov/business/standards_and_specs/highwayspecs.htm Missouri Standard Specifications for Highway Construction]

*[http://labor.mo.gov/DLS/WageAndHour/PrevailingWage/prevailing_wage.asp State Wage Rates for Local Agency Projects]

*[http://labor.mo.gov/DLS/WageAndHour/PrevailingWage/general_wage_order.asp State Wage Rates for MoDot Projects]

*[http://www.enhancements.org/ National Transportation Enhancement Clearinghouse]

*[http://moltap.org/ Missouri LTAP, Local Technical Assistance Program]

*[http://www.fhwa.dot.gov/federalaid/projects.cfm Guide to Federal-Aid Programs and Projects]

*[http://www.fhwa.dot.gov/reports/financingfederalaid/ Financing Federal-Aid Highways]

===136.12.3.5 Recent Changes to LPA Policy===

This information has been moved to [[136.13 LPA Policy Changes|EPG 136.13 LPA Policy Changes]].

[[Category:136 Local Public Agency (LPA) Policy|136.12]]

LPA:136.12 Figures, Glossary and Other Useful Links

2014-03-06T18:43:59Z

Struej1: /* 136.12.1 Figures */

Category:101 Standard Forms

2014-03-03T19:01:31Z

Struej1: /* Bridge */

[[Image:101.jpg|520px|right]]
== ==
Standard forms organized by functional unit are accessible from this page. '''The files accessible by the links below are identical to those accessed through Word, Excel or other software application by MoDOT employees.''' Many of these file links are also contained in Engineering Policy Guide articles that refer to the forms.

==Bridge==
*[http://epg.modot.mo.gov/forms/BR/Bridge%20Division%20Memo.dot Bridge Division Memo]

*[http://epg.modot.mo.gov/forms/BR/Bridge%20Survey%20Memo.dot Bridge Survey Memo]

*[http://ghepg01/forms/BR/Bridge%20Hydraulics%20Report.dot Bridge Hydraulics Report]

*[http://epg.modot.mo.gov/forms/BR/Change%20Order.dot Change Order]

*[http://epg.modot.mo.gov/forms/BR/Constructability%20Questionnaire.dot Constructability Questioinnaire]

*[[media:Culvert Hydraulics Report.docx|Culvert Hydraulics Report]]
[[image:101 Bridge.jpg|right|150px]]

*[[media:131.4 Design Exception Info 2013.doc|Design Exception Information]]

*[http://epg.modot.mo.gov/forms/BR/Design%20Except%20to%20District.dot Design Except to District]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Box).dot Design Layout (Box)]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Grade).dot Design Layout (Grade)]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Stream).dot Design Layout (Stream)]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Wall).dot Design Layout (Wall)]
<div id="Floodplain Development Permit/Application"></div>

*[[media:101 Floodplain Development Permit Application.docx|Floodplain Development Permit/Application]]

*[http://epg.modot.mo.gov/forms/BR/FloodplainDevelopmentPermit.ToDistrict.CoverLetter.dotx Floodplain Development Permit To District Cover Letter]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20District.dot Layout to District]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20FHWA.dotx Layout to FHWA]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20Railroad.dot Layout to Railroad]

*[http://ghepg01/forms/BR/M-40a%20Request%20for%20Final%20Soundings%20of%20Structures.dot M-40a Sounding Request for Final Soundings of Structures]

*[http://epg.modot.mo.gov/files/0/01/M-40b_Sounding_Layout.doc M-40b Sounding Layout]

*[http://epg.modot.mo.gov/forms/BR/Memo%20to%20Design,%20no%20Permit%20Required.dot Memo to Design, no Permit Required]

*[http://epg.modot.mo.gov/forms/BR/Memo%20to%20Design,%20Permit%20Required.dot Memo to Design, Permit Required]

*[http://epg.modot.mo.gov/forms/BR/Memo%20to%20District.dot Memo to District]

*[http://epg.modot.mo.gov/forms/BR/Missouri-Illinois%20Border%20Bridge%20Clearinghouse%20Form.dot Missouri-Illinois Border Bridge Clearinghouse Form]

*[http://epg.modot.mo.gov/forms/BR/No-Rise%20Certificate.dot No-Rise Certificate.dot]

*[http://epg.modot.mo.gov/forms/BR/Request%20For%20Soil%20Properties.dot Request For Soil Properties]

*[http://epg.modot.mo.gov/forms/BR/Telefax.dot Telefax]

*[http://epg.modot.mo.gov/forms/BR/Transmittal%20Letter.dot Transmittal Letter]

*[http://ghepg01/forms/BR/Vertical%20Clearance%20Design%20Exception%20Coordination%20with%20SDDCTEA%20Form.doc Vertical Clearance Design Exception Coordination with SDDCTEA]

==Construction and Materials==
*[http://epg.modot.mo.gov/forms/CO/30%20Day%20Reminder%20Final%20Invoice%20Letter.dot 30 Day Reminder Final Invoice Letter]

*[http://epg.modot.mo.gov/forms/CO/3-Year%20Graduate%20Engr%20Training%20Checklist.dot 3-Year Graduate Engr Training Checklist]

*[http://epg.modot.mo.gov/forms/CO/60%20Day%20Final%20Acceptance%20Letter.dot 60 Day Final Acceptance Letter]

*[http://ghepg01/forms/CO/As%20Built%20Plans%20Checklist%20-%20SL%20District.dot As Built Plans Checklist - SL District]

*[http://epg.modot.mo.gov/forms/CO/Asbestos%20Survey%20Report%20-%20All%20Materials%20(Form%20T748).dot Asbestos Survey Report - All Materials (Form T748)]
[[image:101CM.jpg|right|150px]]

*[http://epg.modot.mo.gov/forms/CO/Asbestos%20Survey%20Report%20-%20All%20Suspect%20ACM%20%20(Form%20T746).dot Asbestos Survey Report - All Suspect ACM (Form T746)]

*[http://epg.modot.mo.gov/forms/CO/Asbestos%20Survey%20Report%20-%20Nonfriable%20ACM%20(Form%20T747).dot Asbestos Survey Report - Nonfriable ACM (Form T747)]

*[http://epg.modot.mo.gov/forms/CO/Asphalt%20Roadway%20Report.dot Asphalt Roadway Report]

*[http://ghepg01/forms/CO/Bridge%20Clearance%20Report%20(C-239A).dotx Bridge Clearance Report (C-239A)]

*[http://epg.modot.mo.gov/forms/CO/Bridge%20Fabrication%20Report.dot Bridge Fabrication Report]

*[http://epg.modot.mo.gov/forms/CO/Concrete%20Roadway%20Report.dot Concrete Roadway Report]

*[http://ghepg01/forms/CO/Contingent%20Item%20Price%20Check.dotx Contingent Item Price Check]

*[http://epg.modot.mo.gov/forms/CO/Contractor%20Performance%20Evaluation%20Letter.dot Contractor Performance Evaluation Letter]

*[http://epg.modot.mo.gov/forms/CO/Contractor%20Performance%20Evaluation%20Signature%20Page.dot Contractor Performance Evaluation Signature Page]

*[http://epg.modot.mo.gov/forms/CO/Daily%20Utility%20Report%20(C-9).dot Daily Utility Report (C-9).dot]

*[http://epg.modot.mo.gov/forms/CO/Documentation%20Record.dot Documentation Record]

*[http://ghepg01/forms/CO/EEO%20Checklist.dot EEO Checklist]

*[http://modot.mo.gov/business/materials/Electronic%20Documentation%20Choice%20Request%20Form.pdf Electronic Documentation Choice Request]

*[http://epg.modot.mo.gov/forms/CO/Erosion%20Control%20Product%20Questionnaire.dot Erosion Control Product Questionnaire]

*[http://epg.modot.mo.gov/forms/CO/Estimate%20Cover%20Letter.dot Estimate Cover Letter]

*[http://epg.modot.mo.gov/forms/CO/Fax%20Cover.dot Fax Cover.dot]

*[http://ghepg01/forms/CO/Fence%20Removal%20Notice.dot Fence Removal Notice]

*[http://epg.modot.mo.gov/forms/CO/Final%20Acceptance%20-%20Off%20System.dot Final Acceptance - Off System.dot]

*[http://epg.modot.mo.gov/forms/CO/Final%20Acceptance%20(C-239).dot Final Acceptance (C-239)]

*[http://ghepg01/forms/CO/Final%20Acceptance%20Checklist.dotx Final Acceptance Checklist]

*[http://epg.modot.org/forms/CO/Final%20Plans%20Certification.dot Final Plans Certification]

*[http://epg.modot.mo.gov/forms/CO/Final%20Plans%20Checklist.dot Final Plans Checklist]

*[http://epg.modot.mo.gov/forms/CO/Final%20Utility%20Report%20(C-13).dot Final Utility Report (C-13)]

*[[media:137 Force Account Worksheet (one day).xls|Force Account Worksheet (one day)]]

*[[media:137 Force Account Worksheet (multiple days) Jan 2010.xls|Force Account Worksheet (multiple days)]]

*[http://epg.modot.mo.gov/forms/CO/Inspectors%20Pay%20Qty%20Report%20(IPQR).dot Inspectors Pay Qty Report (IPQR)]

*[http://epg.modot.mo.gov/forms/CO/Internal%20MoDOT%20Product%20Form.dot Internal MoDOT Product Form]

*[http://ghepg01/forms/CO/Land%20Disturbance%20Inspection%20Record%20-%20Electronic%20Version.dotx Land Disturbance Inspection Record (Electronic Version)]

*[http://ghepg01/forms/CO/Land%20Disturbance%20Inspection%20Record%20-%20Print%20and%20Fill%20Version.dotx Land Disturbance Inspection Record (Print and Fill Version)]

*[http://ghepg01/forms/CO/Land%20Disturbance%20Inspection%20Record%20Summary.dotx Land Disturbance Inspection Record Summary]

*[http://epg.modot.mo.gov/forms/CO/Milestone%20Worksheet.dot Milestone Worksheet]

*[http://epg.modot.mo.gov/forms/CO/Mobile%20Mixer%20Verification%20Sheet.dot Mobile Mixer Verification Sheet]

*[http://epg.modot.mo.gov/forms/CO/MoDOT%20Quick%20Estimate%20Summary%20Request.dot MoDOT Quick Estimate Summary Request]

*[http://epg.modot.mo.gov/forms/CO/Nuclear%20Density%20(C-709ND).dot Nuclear Density (C-709ND)]

*[http://epg.modot.mo.gov/forms/CO/Nuclear%20Density%20of%20Plastic%20Portland%20Cement%20Concrete%20(C-710ND).dot Nuclear Density of Plastic Portland Cement Concrete (C-710ND)]

*[http://epg.modot.mo.gov/forms/CO/OJT-4%20Trainee%20Contact.dot OJT-4 Trainee Contact]

*[http://epg.modot.mo.gov/forms/CO/OJT-5%20Discrimination%20Complaint.dot OJT-5 Discrimination Complaint]

*[http://epg.modot.mo.gov/forms/CO/OJT-6%20Final%20Summary.dot OJT-6 Final Summary]

*[http://epg.modot.mo.gov/forms/CO/Order%20Record.dot Order Record (C-259)]

*[http://epg.modot.mo.gov/forms/CO/Overdimension%20Restrict.dot Overdimension Restrict]

*[[media:101 Pavement Type Selection Submittal.docx|Pavement Type Selection Submittal Information (PTS Submittal Form)]]

*[http://epg.modot.mo.gov/forms/CO/Pile%20Driving%20Data.dot Pile Driving Data]

*[http://epg.modot.mo.gov/forms/CO/Pore%20Pressure%20Report%20-%20Type%20A.dot Pore Pressure Report - Type A]

*[http://epg.modot.mo.gov/forms/CO/Pore%20Pressure%20Report%20-%20Type%20B.dot Pore Pressure Report - Type B]
<div id="PreCon Letter - Federal No Trainees"></div>

*[[media:101 Precon letter, federal no trainees 100th.docx|PreCon Letter - Federal No Trainees]]

*[[media:101 Precon letter, federal 100th.docx| PreCon Letter - Federal]]

*[[media:101 Precon letter, state 100th.docx|PreCon Letter - State]]

*[http://ghepg01/forms/CO/Prestress%20Deficiency%20Report%20(1029-01).dotx Prestress Deficiency Report (1029-01)]

*[http://epg.modot.mo.gov/forms/CO/Profilograph%20Report.dot Profilograph Report]

*[http://epg.modot.org/forms/CO/Railroad%20Crossing%20Inspection.dot Railroad Crossing Inspection]

*[http://epg.modot.mo.gov/forms/CO/RE%20Letterhead.dot RE Letterhead]

*[http://ghepg01/forms/CO/RM%20Aggregate%20Scale%20Calibration-200.dot RM Aggregate Scale Calibration - 200]

*[http://ghepg01/forms/CO/RM%20Aggregate%20Scale%20Calibration-300.dot RM Aggregate Scale Calibration - 300]

*[http://ghepg01/forms/CO/RM%20Aggregate%20Scale%20Calibration-350.dot RM Aggregate Scale Calibration - 350]

*[http://ghepg01/forms/CO/RM%20Air%20Dispenser%20Calibration.dot RM Air Dispenser Calibration]

*[http://ghepg01/forms/CO/RM%20Cement%20Scale%20Calibration-150.dot RM Cement Scale Calibration - 150]

*[http://ghepg01/forms/CO/RM%20Cement%20Scale%20Calibration-175.dot RM Cement Scale Calibration - 175]

*[http://ghepg01/forms/CO/RM%20Cement%20Scale%20Calibration-200.dot RM Cement Scale Calibration - 200]

*[http://ghepg01/forms/CO/RM%20Concrete%20Systems%20Form.dot RM Concrete Systems Form]

*[http://ghepg01/forms/CO/RM%20Equipment%20Calibrated%20and%20Verified%20Form.dot RM Equipment Calibrated and Verified Form]

*[http://ghepg01/forms/CO/RM%20Truck%20Mixer%20Information%20Form.dot RM Truck Mixer Information Form]

*[http://ghepg01/forms/CO/RM%20Water%20Calibration.dot RM Water Calibration]

*[http://epg.modot.org/forms/CO/RoCap%20Test%20Form%20-%20Long%20Bolts.dot RoCap Test Form - Long Bolts]

*[http://epg.modot.org/forms/CO/RoCap%20Test%20Form%20-%20Short%20Bolts.dot RoCap Test Form - Short Bolts]

*[http://epg.modot.mo.gov/forms/CO/Semi-annual%20Labor%20Compliance%20Report.dot Semi-annual Labor Compliance Report]

*[http://epg.modot.mo.gov/forms/CO/Semi-Final%20Inspection%20(C-236).dot Semi-Final Inspection (C-236)]

*[http://ghepg01/forms/CO/SiteManager%20New%20Project%20Review.dotx SiteManager New Project Review]

*[http://epg.modot.org/forms/CO/Wage%20Interview%20(Form%20CR-1).dot Wage Interview (Form CR-1)]

*[http://epg.modot.org/forms/CO/Wage%20Interview%20(Form%20CR-1)%20Spanish.dot Wage Interview (Form CR-1) - Spanish]

===Forms for Contractor Use ===
====Construction and Contractor Related====

:*[http://www.modot.org/business/materials/Blank%202AA%20Sheet.pdf 2AA Sheet – Blank]

:*[http://www.modot.org/business/materials/example%202AA%20sheet.pdf 2AA Sheet – Example]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/AffidavitofPrevailingWage.pdf Affidavit for Compliance with Prevailing Wage Law]

:*[http://www.modot.org/business/materials/Project%20Conflict%20Resolution%20Flowchart.pdf Conflict Resolution Flowchart]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/ContractorAffidavit_C-242.pdf Contractor's Affidavit Regarding Settlement of Claims (C-242)]

:*[http://www.modot.org/business/contractor_resources/documents/Contractor_Questionnaire.pdf Contractor Questionnaire] (to bid contracts less than $2,000,000)

:*[[media:101 Contractor Monthly Trainee Report.doc|Contractor's Monthly Trainee Report]]

:*[http://www.modot.org/pdf/business/DBE.pdf DBE Program Submittal]

:*[http://www.modot.org/business/materials/Trainee%20Example%20Letter.pdf Example Letter to Trainee to be used by Contractor]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTContractorInformationalPacket.pdf Lead Abatement MoDOT Contractor Informational Packet]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTFAProjectNotification.pdf Lead Abatement MoDOT FA Project Notification]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTProjectNotification.pdf Lead Abatement MoDOT Project Notification]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTProjectRe-Notification.pdf Lead Abatement MoDOT Project Re-Notification]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementProgramContactInfo.pdf Lead Abatement Program Contact Info]

:*[http://www.modot.org/business/contractor_resources/documents/PCQForm.pdf Prequalification Contractor Questionnaire] (to bid a contract of any size)

:*[http://www.modot.org/business/contractor_resources/documents/RequesttoSubcontract_C-220.pdf Request to Subcontract Work (C-220)]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/AffirmativeActionCertification.pdf Subcontractor Certification Regarding Affirmative Action]

:*[[media:101 Trainee Notification.doc|Trainee Notification]]

:*[[media:C-104.doc|Value Engineering Change Proposal (C-104)]]

:*[http://www.modot.org/business/materials/PreCon%20Flow%20Chart%20-%20Federal.pdf Wage Flowchart for Federal Jobs – Precon]

:*[http://www.modot.org/business/materials/PreCon%20Flow%20Chart%20-%20State.pdf Wage Flowchart for State Jobs – Precon]

:*[http://www.modot.org/business/materials/welder%20qualification%20form.pdf Welder Qualification Form]

:*[http://www.modot.org/business/materials/Waste%20Disposal%20Agreement.pdf Waste Disposal Agreement]

====Materials Related====
:*[http://www.modot.org/business/materials/Aggregate%20Quality%20Control%20Plan.pdf Aggregate Quality Control Plan]

:*[http://www.modot.org/business/materials/asphpayfactor.xls Asphalt Inspectors Worksheets: QA Pay Factor]

:*[http://www.modot.mo.gov/business/materials/AsphPlantInsp.xls Asphalt Inspectors Worksheets: Plant Inspection]

:*[http://www.modot.org/business/contractor_resources/documents/PipeShippingReportForm2.pdf CMP, RCP, Precast Drainage Units and Precast Box Culvert Shipping Report Form]

:*[http://www.modot.mo.gov/business/materials/Concrete%20Mix%20Design%20Submittal%20Form.xls Concrete Mix Design Submittal Form]

:*[http://www.modot.mo.gov/business/materials/Missouri%20CoreLok%20Aggregate%20Workbook.xls CoreLok Aggregate Workbook]

:*[http://www.modot.mo.gov/business/materials/pdf/vol_1/GS013F2.pdf Fabricator’s PAL Receival Form]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/NewProductEvaluationForm.pdf New Product Evaluation Form]

:*[http://www.modot.mo.gov/business/materials/pdf/vol_1/GS013F4.pdf PAL Program Inclusion Certifications and Guarantee Statement]

:*[http://www.modot.mo.gov/business/materials/Producer-Supplier%20List.pdf Producer/Supplier List]

:*[http://www.modot.org/business/contractor_resources/documents/PipeShippingReportForm_Thermoplastic.pdf PVC & HDPE Pipe Shipping Report Form]

:*[[media:101 Request for Transfer of Inpsected Materials.pdf|Request for Transfer of Inspected Materials]]

:*[http://www.modot.mo.gov/business/materials/pdf/vol_1/GS013F3.pdf Shipper’s PAL Transmittal Form]

====Posters, Federal Aid====

Please refer to [http://epg.modot.org/index.php?title=Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#Required_Notices_and_Posters EPG 110.2 Federal-Aid Projects, Required Notices and Posters].

====Posters, State Aid====

Please refer to [http://epg.modot.org/index.php?title=Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#Required_Notices_and_Posters EPG 110.2 Federal-Aid Projects, Required Notices and Posters].

====Utility or Right of Way Related====

:*[http://www.modot.mo.gov/asp/intentToWork.shtml Notice of Intent to Perform Work Process]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/permit_external.pdf Permit for Work on Right of Way]

===Quick Reference Guides (QRGs) [[image:bulldozer.jpg|20px]]===

:* [[media:Adobe Final Plans Stamp.docx|Adobe Final Plans Stamp]]

:* [[media:Change Order Codes.doc|Change Order Codes]]

:* [[media:change order reports 2013.docx|Change Order Reports]]

:* [[media:change orders zero dollar 2013.docx|Change Orders - Zero Dollar]]

:* [[media:Change Orders 2014.docx|Change Orders]]

:* [[media:Change Orders – Mobilization and Contract Bond 2014.docx|Change Orders – Mobilization and Contract Bond]]

:* [[media:Change Orders – Time Adjustment Dec 2013.docx|Change Orders – Time Adjustment]]

:* [[media:Change Orders – Value Engineering Dec 2013.doc|Change Orders – Value Engineering]]

:* [[media:Check for Current Version of SiteManager.doc|Check for Current Version of SiteManager]]

:* [[media:Cognos Access for SM.doc|Cognos Access for SM]]

:* [[media:Concrete Cylinder Sample Sent to Central Lab.doc|Concrete Cylinder Sample Sent to Central Lab]]

:* [[media:concrete mix design creation 2014.doc|Concrete Mix Design Creation]]

:* [[media:Contract Adjustments July 31, 2012.docx|Contract Adjustments]]

:* [[media:Contract Master List Feb 2012.docx|Contract Master List]]

:* [[media:Contract Finalization.doc|Contract Finalization]]

:* [[media:Contractor Pay Estimates 2013.docx|Contractor Pay Estimates]]

:* [[media:Daily Work Reports 2013.docx|Daily Work Reports]]

:* [[media:Diaries.docx|Diaries]]

:* [[media:Digital Signature for Adobe Pro 10 (Contractors) 2013.docx|Digital Signature for Adobe Pro 10 (Contractors)]]

:* [[media:Digital Signature for Adobe Pro 10 (MoDOT).docx|Digital Signature for Adobe Pro 10 (MoDOT)]]

:* [[media:Digital Signature Frequently Asked Questions.doc|Digital Signature Frequently Asked Questions]]

:* [[media:Disposition Remarks for PAL Materials.doc|Disposition Remarks for PAL Materials]]

:* [[media:Equipment Rental Rates from the Blue Book.doc|Equipment Rental Rates from the Blue Book]]
<div id=" Equipment Verification Samples "></div>

:* [[media:Equipment Verification Samples.docx|Equipment Verification Samples]]

:* [[media:Estimate Based Documentation Records.doc|Estimate Based Documentation Records]]

:* [[media:Filtering a SiteManager Pick List.doc|Filtering a SiteManager Pick List]]

:* [[media:Job Order Contracts Oct 22, 2012.docx|Job Order Contracts]]

:* [[media:Key Dates.docx|Key Dates]]

:* [[media:Line Item Adjustments Nov 2012.docx|Line Item Adjustments]]

:* [[media:Milestones.docx|Milestones]]

:* [[media:Moving Files from SharePoint to CIA.docx|Moving Files from SharePoint to CIA]]

:* [[media:PAL Plant Inspection and Record.docx|PAL Plant Inspection and Record]]

:* [[media:SL Reason Codes for Time Extension Change Orders.doc|SL District Reason Codes for Time Extension Change Orders]]

:* [[media:SL Signal Maintenance.docx|SL District Signal Maintenance by Contractor Key Dates]]
<div id=" Sample Record General Information "></div>
:* [[media:Sample Record General 2013.docx|Sample Record General Information]]

:* [[media:Sample Record of DEC Inspection.doc|Sample Record of DEC Inspection]]

:* [[media:Sample Record of Soil Density Inspection.doc|Sample Record of Soil Density Inspection]]

:* [[media:Sample Record of Visual Inspection Nov 2010.doc|Sample Record of Visual Inspection]]

:* [[media:Sampling Checklist.docx|Sampling Checklist]]

:* [[media:Stockpiled Materials 2013.doc|Stockpiled Materials]]

:* [[media:Subcontracts 2014.docx|Subcontracts]]

:* [[media:SuperPave Adjustments.doc|SuperPave Adjustments]]

:* [[media:Terminal Services-Remote Desktop Connection 2013.docx|Terminal Services/Remote Desktop Connection]]

:* [[media:Vendor Master List.doc|Vendor Master List]]

==Design==
{|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="160px" align="right"
|-
|'''Microstation D-Sheets'''
|-
|'''Signing'''
|-
|[[media:D-28.doc|D-28]]
|-
|[[media:D-29.pdf|D-29]]
|-
|[[media:D-30 2011.pdf|D-30]]
|-
|[[media:D-32.pdf|D-32]]
|-
|[[media:D-33.pdf|D-33]]
|-
|[[media:D-34.pdf|D-34]]
|-
|'''Signals'''
|-
|[[media:D-37a 0909.pdf|Form D-37A]]
|-
|[[media:D-37b.pdf|Form D-37B]]
|-
|[[media:D-37c.pdf|Form D-37C]]
|-
|[[media:D-37d.pdf|Form D-37D]]
|-
|[[media:D-38 0909.pdf|Form D-38]]
|-
|[[media:D-38a 0909a.pdf|Form D-38A]]
|-
|[[media:D-38b 0909.pdf|Form D-38B]]
|-
|[[media:D-38c 0909.pdf|Form D-38C]]
|-
|[[media:D-38d 0909.pdf|Form D-38D]]
|-
|[[media:D-38e 0909.pdf|Form D-38E]]
|-
|'''Typical Sections'''
|-
|[[media:D-49.pdf|Typical Section Bicycle Path (D-49)]]
|-
|[[media:231 Interstate Roadway (D-61).pdf|Interstate Roadway (D-61)]]
|-
|[[media:231 4-Lane (Non-Interstate) Major Rural Roadway (D-61).pdf|4-Lane (Non-Interstate) Major Rural Roadway (D-61)]]
|-
|[[media:231 2-Lane Major Rural Roadway - Super Two (D-60).pdf|2-Lane Major Rural Roadway, a "Super 2" (D-60)]]
|-
|[[media:231 Minor Rural Roadway (D-64).pdf|Minor Rural Roadway (D-64)]]
|-
|[[media:231 Diamond-Directional Ramp (Any AADT) (D-50).pdf|Diamond/Directional Ramp, Any ADT (D-50)]]
|-
|[[media:231 Diamond-Directional Ramp (Low AADT) (D-50).pdf|Diamond/Directional Ramp, Low ADT, Low Trucks (D-50)]]
|-
|[[media:231 Multi-Lane Ramp (D-53).pdf|Muti-Lane Ramp (D-53)]]
|-
|[[media:231 Loop Ramp (D-51).pdf|Loop Ramp (D-51)]]
|-
|[[media:231 Local Roadway (D-67).pdf|Local Roadway (D-67)]]
|-
|[[media:231 Low Volume Local Roadway (D-66).pdf|Local Roadway, Low AADT (D-66)]]
|-
|'''Miscellaneous'''
|-
|[[media:D-71.pdf|Widening and Resurfacing (D71)]]
|}
===Bridge===
*[http://epg.modot.mo.gov/forms/DE-Bridge/404%20Permits.dot 404 Permits]

*[[media:BR 105 R.docx|Bridge Survey Report Form]]

*[http://epg.modot.mo.gov/forms/DE-Bridge/Structural%20Rehabilitation%20Checklist.xlt Structural Rehabilitation Checklist (Excel)]

*[http://ghepg01/forms/BR/Vertical%20Clearance%20Design%20Exception%20Coordination%20with%20SDDCTEA%20Form.doc Vertical Clearance Design Exception Coordination with SDDCTEA]

===Checklist===
*[http://epg.modot.mo.gov/forms/DE-Checklist/Design%20Progress%20Check%20List.dot Design Progress Check List]

*[http://epg.modot.mo.gov/forms/DE-Checklist/District%20Final%20Design%20Checklist%20-%20D12.dot District Final Design Checklist - D12]

*[http://epg.modot.mo.gov/forms/DE-Checklist/Preliminary%20Plans%20Check%20List.dot Preliminary Plans Check List]

*[http://epg.modot.mo.gov/forms/DE-Checklist/Right%20of%20Way%20Check%20List.dot Right of Way Check List]

===Computer===
*[http://epg.modot.mo.gov/forms/DE-Computer/Design%20Computer%20Files%20&%20Drawings%20Log%20Sheet%20-%20D-97.dot Design Computer Files & Drawings Log Sheet - D-97]

*[http://epg.modot.mo.gov/forms/DE-Computer/MicroStation%20Computer%20Drawings%20Log%20Sheet%20-%20D96.dot MicroStation Computer Drawings Log Sheet - D96]

===Contracts===
*[http://epg.modot.mo.gov/forms/DE-Contracts/Award.dot Award]

*[http://www.modot.org/business/standards_and_specs/documents/ComputerDeliverableContractPlans.pdf Computer Deliverable Contract Plans 2005]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot Consultant Services Contract - State Funded (MoDOT Users)]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot De1]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot DE11]

*[http://epg.modot.mo.gov/forms/DE-Contracts/Sample%20Scope%20of%20Services%20-%20Location%20and%20Environment.dot Sample Scope of Services - Location and Environment]

*[http://epg.modot.mo.gov/forms/DE-Contracts/Sample%20Scope%20of%20Services%20Design.dot Sample Scope of Services Design]

===Design Forms===
*[http://epg.modot.mo.gov/forms/DE-DEForms/3R%20CONCEPTUAL%20STUDY%20REPORT.dot 3R Conceptual Study Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/4R%20PAVEMENT%20REHABILITATION%20ANALYSIS%20DATA%20AND%20CONCEPTUAL%20STUDY%20REPORT.dot 4R Pavement Rehabilitation Analysis Data and Conceptual Study Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Aerial%20Mosiac%20Submittal%20for%20Recon%20Study.dot Aerial Mosiac Submittal for Recon Study]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Commission%20Backup%20Form%20Blank.dot Commission Backup Form Blank]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Commission%20Backup%20Form%20Instructions.dot Commission Backup Form Instructions]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Conceptual%20Study%20Report.dot Conceptual Study Report]

*[http://epg.modot.org/forms/DE-DEForms/Consultant%20Rating%20Form.dot Consultant Rating Form]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Cultural%20Resource%20Assessment%20Letter.dot Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/D-28%20Sign%20Design%20Order%20Form.dot D-28 Sign Design Order Form]

*[[media:131.4 Design Exception Info 2013.doc|Design Exception Information]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Equipment%20and%20Materials%20List.dot Equipment and Materials List]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Highway%20Lighting%20Warrants%20D21.dot Highway Lighting Warrants D21]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Inquiry%20Report.dot Inquiry Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Job%20Special%20Provisions%20Stylesheet.dot Job Special Provisions Stylesheet]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Location%20Study%20Report.dot Location Study Report]

* [[media:M-40 2013.docx|M-40 Request for Drilling Services]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Pavement%20Distress%20Log%20Form%20-%20Asphalt%20-%2011x17.dot Pavement Distress Log Form - Asphalt - 11x17]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Pavement%20Distress%20Log%20Form%20-%20Concrete%2011x17.dot Pavement Distress Log Form - Concrete 11x17]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Pavement%20Repair%20Log.dot Pavement Repair Log]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Preliminary%20Plans%20Proposal%20Review.dot Preliminary Plans Proposal Review]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Preliminary%20Signal%20Plan%20Submittal.dot Preliminary Signal Plan Submittal]

*[http://epg.modot.mo.gov/forms/DE-DEForms/PROJECT%20ASSIGNMENTS%20AND%20COMPLETION%20DATES.dot Project Assignments and Completion Dates]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Project%20Data%20for%20BAMS.dot Project Data for BAMS]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Project%20Initialization%20Estimate%20Form.dot Project Initialization Estimate Form]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Submittal%20to%20Professional%20Services%20Committee.dot Submittal to Professional Services Committee]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Suggested%20Revision%20to%20a%20CADD%20Standard.dot Suggested Revision to a CADD Standard]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Test-Cultural%20Resource%20Assessment%20Letter.dot Test-Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Traffic%20Signal%20Warrants,%20Form%20D22.dot Traffic Signal Warrants, Form D22]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Utility%20Print%20Submittal%20Letter.dot Utility Print Submittal Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Utility%20Print%20Submittal%20letter_Revised%20Plans.dot Utility Print Submittal letter_Revised Plans]

*[http://epg.modot.mo.gov/forms/DE-DEForms/WORK%20DAY%20STUDY%20-%20124.dot Work Day Study - 124]

===[http://epg.modot.org/index.php?title=Category:134_Engineering_Professional_Services#134.1.3_Consultant_Qualification Engineering Professional Services]===

===Environmental and Cultural===
*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20Form.dot Categorical Exclusion Form]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20For%20Hardships%20Determined.dot Categorical Exclusion Determination for Hardships]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20Form.dot Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Cultural%20Resource%20Structure%20Log.dot Cultural Resource Structure Log]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/DNR%20Land%20Survey%20Request.dot DNR Land Survey Request]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Farmland%20Conversion%20IMpact%20Rating%20(Site).dot Farmland Conversion Impact Rating (Corridor)]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Farmland%20Conversion%20Impact%20Rating%20(Corridor).dot Farmland Conversion Impact Rating (Site)]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Fig%202-06-9,%20Farmland%20Conversion%20Impact%20Rating.dot Fig 2-06-9, Farmland Conversion Impact Rating]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Initial%20Site%20Assessment%20Form.dot Initial Site Assessment Form]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Request%20for%20Environmental%20Studies.dot Request for Environmental Studies]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/RES%20Instruction%20sheet.doc RES Instruction sheet]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/STRUCT.dot STRUCT]

===Hearings===
*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot Generic Meeting Sign-Up Sheet]

*[http://epg.modot.mo.gov/forms/DE-Hearings/Notice%20of%20Formal%20Public%20Hearing.dot Notice of Formal Public Hearing]

*[http://epg.modot.mo.gov/forms/DE-Hearings/Open-House%20Public%20Hearing.dot Open-House Public Hearing]

*[http://epg.modot.mo.gov/forms/DE-Hearings/Public%20Hearing%20Statement%20Form.dot Public Hearing Statement Form]

===Materials===
*[http://epg.modot.mo.gov/forms/DE-Materials/Hazardous%20Waste%20Removal%20Bid%20Information.dot Hazardous Waste Removal Bid Information]

*[http://epg.modot.mo.gov/forms/DE-Materials/Itemized%20Proposal%20-%20Demolition,%20Asbestos,%20UST%20Removal.dot Itemized Proposal - Demolition, Asbestos, UST Removal]

*[http://epg.modot.mo.gov/forms/DE-Materials/Materials%20Suppliers,%20Source%20and%20Location.dot Materials Suppliers, Source and Location]

*[http://epg.modot.mo.gov/forms/DE-Materials/Request%20for%20Asphalt%20Cement%20%25%20Grade.dot Request for Asphalt Cement % Grade]

*[http://epg.modot.mo.gov/forms/DE-Materials/Soil%20Info%20Request.dot Soil Info Request]

*[http://epg.modot.mo.gov/forms/DE-Materials/Soil%20Survey%20Request.dot Soil Survey Request]

===Photo===
*[http://epg.modot.mo.gov/forms/DE-Photo/Aerial%20Photography%20Requisition.dot Aerial Photography Requisition]

*[http://epg.modot.mo.gov/forms/DE-Photo/Microfilm-Print%20Billing%20Form.dot Microfilm-Print Billing Form]

*[http://epg.modot.mo.gov/forms/DE-Photo/Prints%20of%20Previous%20Photography%20Requistion.dot Prints of Previous Photography Requistion]

*[http://epg.modot.mo.gov/forms/DE-Photo/Request%20for%20Color%20Copies.dot Request for addition to flight program]

*[http://epg.modot.mo.gov/forms/DE-Photo/Request%20for%20addition%20to%20flight%20program.dot Request for Color Copies]

===Planning===
*[http://epg.modot.mo.gov/forms/DE-Planning/ARAN%20Report%20Request.dot ARAN Report Request]

*[http://epg.modot.mo.gov/forms/DE-Planning/Conceptual%20Study%20Traffic%20Count%20Request.dot Conceptual Study Traffic Count Request]

*[http://epg.modot.mo.gov/forms/DE-Planning/Fis%20Formc.dot Fis Formc]

*[http://epg.modot.mo.gov/forms/DE-Planning/Turning%20Movement%20Traffic%20Count%20Request.dot Turning Movement Traffic Count Request]

===Right of Way===
*[http://epg.modot.org/forms/DE-ROW/Certification%20of%20Right%20of%20Way%20Plans%20for%20Condemnation%20Letter.dot Certification of Right of Way Plans for Condemnation Letter]

*[http://epg.modot.mo.gov/forms/DE-ROW/Forthcoming%20RW%20Plan%20changes.dot Forthcoming RW Plan Changes]

*[http://epg.modot.mo.gov/forms/DE-ROW/Preliminary%20Right%20of%20Way%20Estimate.dot Preliminary Right of Way Estimate]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Approval%20(Amended_Plans)%20Condemnation%20Required.dot Right of Way Approval (Amended Plans) Condemnation Required]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Plans%20Reviewed.dot Right of Way Plans Reviewed]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Plans%20to%20Dist%20RW%20Agent.dot Right of Way Plans to Dist RW Agent]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Change%20Information%20for%20Microfilming.dot RW Change Information for Microfilming]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Plans%20-%20Commission%20Certification%20(Amended).dot RW Plans - Commission Certification (Amended)]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Plans%20-%20Commission%20Certification.dot RW Plans - Commission Certification]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Plans%20Approval%20-%20Letter%20of%20Certification.dot RW Plans Approval - Letter of Certification]

===Scoping===
*[http://epg.modot.mo.gov/forms/DE-Scoping/Bridge%20Checklist.dot Bridge Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Construction%20and%20Materials%20Checklist.dot Construction and Materials Checklist]

*[[media:104.6 Design Checklist Apr 26, 2012.doc|Design Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Draft%20Project%20Scoping%20Memorandum.dot Draft Project Scoping Memorandum]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Environmental%20Checklist.dot Environmental Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/FHWA%20Checklist.dot FHWA Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Maintenance%20Checklist.dot Maintenance Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Major%20Project%20Scope%20or%20Estimate%20Change.dot Major Project Scope or Estimate Change]
[[image:101 survey.jpg|right|150px]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Non-Major%20Project%20Scope%20or%20Estimate%20Change.dot Non-Major Project Scope or Estimate Change]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Planning%20Checklist.dot Planning Checklist]

*[[media:104.6 Design Liaison Checklist.doc|Design Liaison Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Project%20Estimate%20Quality%20Assurance%20Report.dot Project Estimate Quality Assurance Report]

*[[media:104.6 Project Scoping Checklist Apr 26, 2012.doc|Project Scoping Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Project%20Scoping%20Memorandum.dot Project Scoping Memorandum]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Public%20Information%20and%20Outreach%20Checklist.dot Public Information and Outreach Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Railroad%20Checklist.dot Railroad Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Right%20of%20Way%20Checklist.dot Right of Way Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Traffic%20Checklist.dot Traffic Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Utilities%20Checklist.dot Utilities Checklist]

===Survey===
*[http://epg.modot.mo.gov/forms/DE-Survey/Center%20Line%20Staking%20-%20Letter%20to%20Property%20Owner.dot Center Line Staking - Letter to Property Owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Center%20Line%20Staking.dot Center Line Staking]

*[http://epg.modot.mo.gov/forms/DE-Survey/Permanent%20RW%20Marker%20Setting%20-%20letter%20to%20property%20owner.dot Permanent RW Marker Setting - letter to property owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Permanent%20RW%20Marker%20Settings.dot Permanent RW Marker Settings]

*[[media:238.2.18.2 Plat Review Checklist.pdf|Form 238.2.18.2 Plat Review Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Survey/Preliminary%20Surveying%20-%20letter%20to%20property%20owner%201.dot Preliminary Surveying - letter to property owner 1]

*[http://epg.modot.mo.gov/forms/DE-Survey/Preliminary%20Surveying%20-%20letter%20to%20property%20owner.dot Preliminary Surveying - letter to property owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Preliminary%20Surveying.dot Preliminary Surveying]

*[[media:238.2.17 Professional Land Surveyor 2013.doc|Professional Land Surveyor Description Review Form]]

*[http://epg.modot.mo.gov/forms/DE-Survey/RW%20Marker%20Setting.dot RW Marker Setting]

*[http://epg.modot.mo.gov/forms/DE-Survey/Survey%20Request%20Form.dot Survey Request Form]

==Maintenance==
*[[media:101 Maintenance - Deer Death Report Form and Map.xls|Deer Death Report Form and Map (Excel)]]

===Chip Seal Forms===
*[http://wwwi/maintenance/Forms/App%20Adjust%20Form.pdf Application Adjustment Factor Form]
*[http://wwwi/maintenance/Forms/Traffic%20Eval%20Factor.pdf Traffic Evaluation Factor (TEF) for Asphalt Application Adjustment]

===Bridge Maintenance===
*[[media:101 Maintenance - blankinspreport.pdf|Blank Inspection Report]]
*[[media:101 Maintenance - bridgemaintenancerepairreport.xls|Bridge Maintenance Repair Report (Excel)]]
*[http://ghepg01/forms/BR/774_Cathodic_System_Evaluation.dotx Cathodic System Evaluation]
*[[media:101 Maintenance - CIF - Written form.dot|CIF (Critical Inspection Finding)]]
*[[media:101 Maintenance - Follow-up Action Required-Written form.doc|FAR (Follow-Up Action Required)]]
*[[media:101 Maintenance - maintmatlusage.xls|Maintenance Material Usage (Excel)]]
*[[media:101 Maintenance - Maintenance Recommendation Report.pdf|Maintenance Recommendation Report]]
*[[media:101 Maintenance - paintdatareportformblank.xls|Paint Data Report (Excel)]]
*[[media:101 Maintenance - Photo Log.xls|Photo Log Sheet (Excel)]]

===Snow & Ice Control===
*[[media:101 Maintenance - Snow and Ice Control Equipment Inventory.xls|Snow and Ice Control Equipment Inventory (Excel)]]
*[[media:101 Maintenance - Chemical Requirements.xls|Chemical Requirements (Excel)]]
*[[media:101 Maintenance - Salt Storage.xls|Salt Storage (Excel)]]

===Rest Areas===
*[[media:101 Maintenance - Rest Area Truck Parking.xls|Rest Area Truck Parking (Excel)]]
*[[media:101 Maintenance - REST AREA inspection_2005.doc|Rest Area Inspection]]

===Commuter Lots===
*[[media:101 Maintenance - Commuter Lot Inspection Form.xls|Commuter Lot Inspection (Excel)]]
*[[media:101 Maintenance - Commuter Lot Survey.pdf|Commuter Lot Survey]]

===Disasters===
*[[media:101 Maintenance - DDIR.xls|Detailed Damage Inspection Report (Excel)]]
*[[media:101 Maintenance - Non Federal Aid Route DDIR.xls|FEMA Detailed Damage Inspection Report (Excel)]]

===Performance Indicators===

===Pavement Management===

==Motor Carrier Services==
*[http://epg.modot.mo.gov/forms/MCS/Accounting%20Payment%20Error%20Notice.dot Accounting Payment Error Notice]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Altered%20Temporary.dot IRP Altered Temporary]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Outstanding%20Temporaries.dot IRP Outstanding Temporaries]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Surrendering%20Plates.dot IRP Surrendering Plates]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Suspension.dot IRP Suspension]

*[http://epg.modot.mo.gov/forms/MCS/IRP-IFTA%20Reject%20Letters.dot IRP-IFTA Reject Letters]

*[http://epg.modot.mo.gov/forms/MCS/MCS%20MoDOT%20Letterhead.dot MCS MoDOT Letterhead]

==Planning==
*[http://epg.modot.mo.gov/forms/MCS/MCS%20MoDOT%20Letterhead.dot MTFC Letterhead]

==Resource Management==
*[[media:235 Agreements Checklist.doc|Agreements Checklist]]

==Right of Way==
*[http://epg.modot.mo.gov/forms/RW/RW%20Mortgage%20Analyzer.xlt RW Mortgage Analyzer (Excel)]
===General Information===
===Right of Way Organization and Personnel===
===Administration===

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Acquisition%20Complete%20Cost%20Estimate%20Worksheet_Form%203-3_3B.dot Acquisition Complete Cost Estimate Worksheet_(Form 3-3_3B)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Categorical%20Exclusion%20Review_Form%203-1_2.dot Categorical Exclusion Review_(Form 3-1_2)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Request%20for%20Acquisition%20Authority_Form%203-6_10A.dot Request for Acquisition Authority_(Form 3-6_10A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_1A%20.dot Request for Federal Funding_Limited Acquisition Authority_(Form 3-4_1A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_1B.dot Request for Limited Acquisition Authority_(Form 3-4_1B)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_2A.dot Request for Federal Funding_(Form 3-4_2A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Right%20of%20Way%20Cost%20Estimate%20Worksheet_Form%203-3_3A.dot Right of Way Cost Estimate Worksheet_(Form 3-3_3A)]

*[http://ghepg01/forms/RW/Chapter%203_Administration/Right%20of%20Way%20Cost%20Estimate_Form%203-3_3C.dotx Right of Way Cost Estimate_(Form 3-3_3C)]

*[http://ghepg01/forms/RW/Chapter%203_Administration/Form%203-4_1C.dot Safe and Sound Acquisition Authority Date (Form 3-4.1C)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Supplemental%20Page_Form%203-3_3A.dot Supplemental Page_(Form 3-3_3A)]

===Description Writing and Titles===

*[http://epg.modot.mo.gov/forms/RW/Chapter%204_Description%20Writing%20&%20Titles/Affidavit%20of%20Scriveners%20Error%20Form%204_6_4a.dot Affidavit of Scrivener's Error (Form 4-6.4a)]

===Property Management===

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/ Internet Posting Request]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Property%20Inventory%20Record.dot Property Inventory Record]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Property%20Inventory%20Record%20Instructions.dot Property Inventory Record Instructions]

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/Real%20Estate%20Risk%20Assessment%20Form.pdf Real Estate Risk Assessment Form]

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/Realty%20Asset%20Sale%20Legal%20Opinion%20Memo.pdf Realty Asset Sale Legal Opinion Memo]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Form%20236.5.19a.dot Request for Excess Parcel Survey (Form 236.5.19a)]

===Appraisal and Appraisal Review===
===Negotiation===
===Relocation Assistance Program===

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Advance%20Increased%20Interest%20Payment%20Agreement.dot Advance Increased Interest Payment Agreement (Form 236.8.11.4(d)(2))]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Advance%20Replacement%20Housing%20and%20Increased%20Interest%20Pmt%20Agreement.dot Advance Replacement Housing and Increased Interest Payment Agreement (Form 236.8.11.4(d)(1))]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Condemnation%20Agreement%20Residential%20Property.dot Condemnation Agreement Residential Property (Form 236.8.9.3(e)(1))]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Form%20236.8.6.4.dot Relocation Report (Form 236.8.6.4)]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Form%20236_8_5_2.dot Relocatee Needs Questionnaire]

===Asbestos Abatement-Removal of Building Improvement===
===Right Of Way Condemnation===
===Mediation===
===Quality Assurance Reviews===
===Designing Right of Way Plans===
===Change in Route Status Report===
===Requests from Cities for Annexations===
===Outdoor Advertising===

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ADMREVREQUEST.dot Administrative Review Request]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ADV%20PROFILE%20REPORT1.DOT ADV Profile Report]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/Application%20for%20Outdoor%20Advertising%20Vegetation%20Permit.pdf Application for Outdoor Advertising Vegetation Permit]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ILLEGAL%20COURTESY%20LTR2.DOT Courtesy Letter ("cannot be permitted")]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ILLEGAL%20COURTESY%20LTR1.DOT Courtesy Letter ("possibly permitted")]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/CUTOUT%20EXTENSION.dot Cutout or Extension]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/NEW%20PERMIT.pdf New Permit]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/NEW%20ROUTE.pdf New Route]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTE%20OF%20WITHDRAWAL.pdf Notice of Withdrawal (OAN-15)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/noticepropowner.dot Notice to Property Owner]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTETOREMOVE3.dot Notice to Remove (NTR)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTICESIGNOWNR.dot Notice to Sign Owner]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTETOTERMNATE.dot Notice to Terminate (NTT)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTETOVOID.dot Notice to Void (Release of Permit)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ODAPERMIT.dot Outdoor Advertising Permit]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/Outdoor%20Advertising%20Permit%20Application.pdf Outdoor Advertising Permit Application]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/BIENNIALPERMITCOVER.dot Outdoor Advertising Permit Cover Letter]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/PERMIT%20TRANSFER%20APPLICATION.pdf Permit Transfer Application]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/Unzoned%20Qualifying%20Business%20Checklist.dot Qualifying Business Checklist]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/RELEASELETTER.dot Release Letter]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/REJECTAPPCOVER.dot Rejection Letter for Outdoor Advertising Permit Application]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/scanning%20procedure.doc Scanning Procedures]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/SIGN%20STATUS.pdf Sign Status]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/Vegetation_Cost_Letter.dot Vegetation Cost Letter]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/REJECTVEG.dot Vegetation Rejection letter]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/VoidCover.dot Void Cover Letter]

===Junkyards===

* [http://ghepg01/forms/RW/Chapter%2017_Junkyards/Application%20for%20License%20to%20Maintain%20A%20Junkyard.pdf Application for License to Maintain a Junkyard]

===Local Public Agency Land Acquisition===

Category:101 Standard Forms

2014-03-03T19:00:39Z

Struej1: /* Bridge */

[[Image:101.jpg|520px|right]]
== ==
Standard forms organized by functional unit are accessible from this page. '''The files accessible by the links below are identical to those accessed through Word, Excel or other software application by MoDOT employees.''' Many of these file links are also contained in Engineering Policy Guide articles that refer to the forms.

==Bridge==
*[http://epg.modot.mo.gov/forms/BR/Bridge%20Division%20Memo.dot Bridge Division Memo]

*[http://epg.modot.mo.gov/forms/BR/Bridge%20Survey%20Memo.dot Bridge Survey Memo]

*[http://ghepg01/forms/BR/Bridge%20Hydraulics%20Report.dot Bridge Hydraulics Report]

*[http://epg.modot.mo.gov/forms/BR/Change%20Order.dot Change Order]

*[http://epg.modot.mo.gov/forms/BR/Constructability%20Questionnaire.dot Constructability Questioinnaire]

*[[media:Culvert Hydraulics Report.docx|Culvert Hydraulics Report]]
[[image:101 Bridge.jpg|right|150px]]

*[[media:131.4 Design Exception Info 2013.doc|Design Exception Information]]

*[http://epg.modot.mo.gov/forms/BR/Design%20Except%20to%20District.dot Design Except to District]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Box).dot Design Layout (Box)]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Grade).dot Design Layout (Grade)]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Stream).dot Design Layout (Stream)]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Wall).dot Design Layout (Wall)]
<div id="Floodplain Development Permit/Application"></div>

*[[media:101 Floodplain Development Permit Application.docx|Floodplain Development Permit/Application]]

*[http://epg.modot.mo.gov/forms/BR/FloodplainDevelopmentPermit.ToDistrict.CoverLetter.dot Floodplain Development Permit To District Cover Letter]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20District.dot Layout to District]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20FHWA.dotx Layout to FHWA]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20Railroad.dot Layout to Railroad]

*[http://ghepg01/forms/BR/M-40a%20Request%20for%20Final%20Soundings%20of%20Structures.dot M-40a Sounding Request for Final Soundings of Structures]

*[http://epg.modot.mo.gov/files/0/01/M-40b_Sounding_Layout.doc M-40b Sounding Layout]

*[http://epg.modot.mo.gov/forms/BR/Memo%20to%20Design,%20no%20Permit%20Required.dot Memo to Design, no Permit Required]

*[http://epg.modot.mo.gov/forms/BR/Memo%20to%20Design,%20Permit%20Required.dot Memo to Design, Permit Required]

*[http://epg.modot.mo.gov/forms/BR/Memo%20to%20District.dot Memo to District]

*[http://epg.modot.mo.gov/forms/BR/Missouri-Illinois%20Border%20Bridge%20Clearinghouse%20Form.dot Missouri-Illinois Border Bridge Clearinghouse Form]

*[http://epg.modot.mo.gov/forms/BR/No-Rise%20Certificate.dot No-Rise Certificate.dot]

*[http://epg.modot.mo.gov/forms/BR/Request%20For%20Soil%20Properties.dot Request For Soil Properties]

*[http://epg.modot.mo.gov/forms/BR/Telefax.dot Telefax]

*[http://epg.modot.mo.gov/forms/BR/Transmittal%20Letter.dot Transmittal Letter]

*[http://ghepg01/forms/BR/Vertical%20Clearance%20Design%20Exception%20Coordination%20with%20SDDCTEA%20Form.doc Vertical Clearance Design Exception Coordination with SDDCTEA]

==Construction and Materials==
*[http://epg.modot.mo.gov/forms/CO/30%20Day%20Reminder%20Final%20Invoice%20Letter.dot 30 Day Reminder Final Invoice Letter]

*[http://epg.modot.mo.gov/forms/CO/3-Year%20Graduate%20Engr%20Training%20Checklist.dot 3-Year Graduate Engr Training Checklist]

*[http://epg.modot.mo.gov/forms/CO/60%20Day%20Final%20Acceptance%20Letter.dot 60 Day Final Acceptance Letter]

*[http://ghepg01/forms/CO/As%20Built%20Plans%20Checklist%20-%20SL%20District.dot As Built Plans Checklist - SL District]

*[http://epg.modot.mo.gov/forms/CO/Asbestos%20Survey%20Report%20-%20All%20Materials%20(Form%20T748).dot Asbestos Survey Report - All Materials (Form T748)]
[[image:101CM.jpg|right|150px]]

*[http://epg.modot.mo.gov/forms/CO/Asbestos%20Survey%20Report%20-%20All%20Suspect%20ACM%20%20(Form%20T746).dot Asbestos Survey Report - All Suspect ACM (Form T746)]

*[http://epg.modot.mo.gov/forms/CO/Asbestos%20Survey%20Report%20-%20Nonfriable%20ACM%20(Form%20T747).dot Asbestos Survey Report - Nonfriable ACM (Form T747)]

*[http://epg.modot.mo.gov/forms/CO/Asphalt%20Roadway%20Report.dot Asphalt Roadway Report]

*[http://ghepg01/forms/CO/Bridge%20Clearance%20Report%20(C-239A).dotx Bridge Clearance Report (C-239A)]

*[http://epg.modot.mo.gov/forms/CO/Bridge%20Fabrication%20Report.dot Bridge Fabrication Report]

*[http://epg.modot.mo.gov/forms/CO/Concrete%20Roadway%20Report.dot Concrete Roadway Report]

*[http://ghepg01/forms/CO/Contingent%20Item%20Price%20Check.dotx Contingent Item Price Check]

*[http://epg.modot.mo.gov/forms/CO/Contractor%20Performance%20Evaluation%20Letter.dot Contractor Performance Evaluation Letter]

*[http://epg.modot.mo.gov/forms/CO/Contractor%20Performance%20Evaluation%20Signature%20Page.dot Contractor Performance Evaluation Signature Page]

*[http://epg.modot.mo.gov/forms/CO/Daily%20Utility%20Report%20(C-9).dot Daily Utility Report (C-9).dot]

*[http://epg.modot.mo.gov/forms/CO/Documentation%20Record.dot Documentation Record]

*[http://ghepg01/forms/CO/EEO%20Checklist.dot EEO Checklist]

*[http://modot.mo.gov/business/materials/Electronic%20Documentation%20Choice%20Request%20Form.pdf Electronic Documentation Choice Request]

*[http://epg.modot.mo.gov/forms/CO/Erosion%20Control%20Product%20Questionnaire.dot Erosion Control Product Questionnaire]

*[http://epg.modot.mo.gov/forms/CO/Estimate%20Cover%20Letter.dot Estimate Cover Letter]

*[http://epg.modot.mo.gov/forms/CO/Fax%20Cover.dot Fax Cover.dot]

*[http://ghepg01/forms/CO/Fence%20Removal%20Notice.dot Fence Removal Notice]

*[http://epg.modot.mo.gov/forms/CO/Final%20Acceptance%20-%20Off%20System.dot Final Acceptance - Off System.dot]

*[http://epg.modot.mo.gov/forms/CO/Final%20Acceptance%20(C-239).dot Final Acceptance (C-239)]

*[http://ghepg01/forms/CO/Final%20Acceptance%20Checklist.dotx Final Acceptance Checklist]

*[http://epg.modot.org/forms/CO/Final%20Plans%20Certification.dot Final Plans Certification]

*[http://epg.modot.mo.gov/forms/CO/Final%20Plans%20Checklist.dot Final Plans Checklist]

*[http://epg.modot.mo.gov/forms/CO/Final%20Utility%20Report%20(C-13).dot Final Utility Report (C-13)]

*[[media:137 Force Account Worksheet (one day).xls|Force Account Worksheet (one day)]]

*[[media:137 Force Account Worksheet (multiple days) Jan 2010.xls|Force Account Worksheet (multiple days)]]

*[http://epg.modot.mo.gov/forms/CO/Inspectors%20Pay%20Qty%20Report%20(IPQR).dot Inspectors Pay Qty Report (IPQR)]

*[http://epg.modot.mo.gov/forms/CO/Internal%20MoDOT%20Product%20Form.dot Internal MoDOT Product Form]

*[http://ghepg01/forms/CO/Land%20Disturbance%20Inspection%20Record%20-%20Electronic%20Version.dotx Land Disturbance Inspection Record (Electronic Version)]

*[http://ghepg01/forms/CO/Land%20Disturbance%20Inspection%20Record%20-%20Print%20and%20Fill%20Version.dotx Land Disturbance Inspection Record (Print and Fill Version)]

*[http://ghepg01/forms/CO/Land%20Disturbance%20Inspection%20Record%20Summary.dotx Land Disturbance Inspection Record Summary]

*[http://epg.modot.mo.gov/forms/CO/Milestone%20Worksheet.dot Milestone Worksheet]

*[http://epg.modot.mo.gov/forms/CO/Mobile%20Mixer%20Verification%20Sheet.dot Mobile Mixer Verification Sheet]

*[http://epg.modot.mo.gov/forms/CO/MoDOT%20Quick%20Estimate%20Summary%20Request.dot MoDOT Quick Estimate Summary Request]

*[http://epg.modot.mo.gov/forms/CO/Nuclear%20Density%20(C-709ND).dot Nuclear Density (C-709ND)]

*[http://epg.modot.mo.gov/forms/CO/Nuclear%20Density%20of%20Plastic%20Portland%20Cement%20Concrete%20(C-710ND).dot Nuclear Density of Plastic Portland Cement Concrete (C-710ND)]

*[http://epg.modot.mo.gov/forms/CO/OJT-4%20Trainee%20Contact.dot OJT-4 Trainee Contact]

*[http://epg.modot.mo.gov/forms/CO/OJT-5%20Discrimination%20Complaint.dot OJT-5 Discrimination Complaint]

*[http://epg.modot.mo.gov/forms/CO/OJT-6%20Final%20Summary.dot OJT-6 Final Summary]

*[http://epg.modot.mo.gov/forms/CO/Order%20Record.dot Order Record (C-259)]

*[http://epg.modot.mo.gov/forms/CO/Overdimension%20Restrict.dot Overdimension Restrict]

*[[media:101 Pavement Type Selection Submittal.docx|Pavement Type Selection Submittal Information (PTS Submittal Form)]]

*[http://epg.modot.mo.gov/forms/CO/Pile%20Driving%20Data.dot Pile Driving Data]

*[http://epg.modot.mo.gov/forms/CO/Pore%20Pressure%20Report%20-%20Type%20A.dot Pore Pressure Report - Type A]

*[http://epg.modot.mo.gov/forms/CO/Pore%20Pressure%20Report%20-%20Type%20B.dot Pore Pressure Report - Type B]
<div id="PreCon Letter - Federal No Trainees"></div>

*[[media:101 Precon letter, federal no trainees 100th.docx|PreCon Letter - Federal No Trainees]]

*[[media:101 Precon letter, federal 100th.docx| PreCon Letter - Federal]]

*[[media:101 Precon letter, state 100th.docx|PreCon Letter - State]]

*[http://ghepg01/forms/CO/Prestress%20Deficiency%20Report%20(1029-01).dotx Prestress Deficiency Report (1029-01)]

*[http://epg.modot.mo.gov/forms/CO/Profilograph%20Report.dot Profilograph Report]

*[http://epg.modot.org/forms/CO/Railroad%20Crossing%20Inspection.dot Railroad Crossing Inspection]

*[http://epg.modot.mo.gov/forms/CO/RE%20Letterhead.dot RE Letterhead]

*[http://ghepg01/forms/CO/RM%20Aggregate%20Scale%20Calibration-200.dot RM Aggregate Scale Calibration - 200]

*[http://ghepg01/forms/CO/RM%20Aggregate%20Scale%20Calibration-300.dot RM Aggregate Scale Calibration - 300]

*[http://ghepg01/forms/CO/RM%20Aggregate%20Scale%20Calibration-350.dot RM Aggregate Scale Calibration - 350]

*[http://ghepg01/forms/CO/RM%20Air%20Dispenser%20Calibration.dot RM Air Dispenser Calibration]

*[http://ghepg01/forms/CO/RM%20Cement%20Scale%20Calibration-150.dot RM Cement Scale Calibration - 150]

*[http://ghepg01/forms/CO/RM%20Cement%20Scale%20Calibration-175.dot RM Cement Scale Calibration - 175]

*[http://ghepg01/forms/CO/RM%20Cement%20Scale%20Calibration-200.dot RM Cement Scale Calibration - 200]

*[http://ghepg01/forms/CO/RM%20Concrete%20Systems%20Form.dot RM Concrete Systems Form]

*[http://ghepg01/forms/CO/RM%20Equipment%20Calibrated%20and%20Verified%20Form.dot RM Equipment Calibrated and Verified Form]

*[http://ghepg01/forms/CO/RM%20Truck%20Mixer%20Information%20Form.dot RM Truck Mixer Information Form]

*[http://ghepg01/forms/CO/RM%20Water%20Calibration.dot RM Water Calibration]

*[http://epg.modot.org/forms/CO/RoCap%20Test%20Form%20-%20Long%20Bolts.dot RoCap Test Form - Long Bolts]

*[http://epg.modot.org/forms/CO/RoCap%20Test%20Form%20-%20Short%20Bolts.dot RoCap Test Form - Short Bolts]

*[http://epg.modot.mo.gov/forms/CO/Semi-annual%20Labor%20Compliance%20Report.dot Semi-annual Labor Compliance Report]

*[http://epg.modot.mo.gov/forms/CO/Semi-Final%20Inspection%20(C-236).dot Semi-Final Inspection (C-236)]

*[http://ghepg01/forms/CO/SiteManager%20New%20Project%20Review.dotx SiteManager New Project Review]

*[http://epg.modot.org/forms/CO/Wage%20Interview%20(Form%20CR-1).dot Wage Interview (Form CR-1)]

*[http://epg.modot.org/forms/CO/Wage%20Interview%20(Form%20CR-1)%20Spanish.dot Wage Interview (Form CR-1) - Spanish]

===Forms for Contractor Use ===
====Construction and Contractor Related====

:*[http://www.modot.org/business/materials/Blank%202AA%20Sheet.pdf 2AA Sheet – Blank]

:*[http://www.modot.org/business/materials/example%202AA%20sheet.pdf 2AA Sheet – Example]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/AffidavitofPrevailingWage.pdf Affidavit for Compliance with Prevailing Wage Law]

:*[http://www.modot.org/business/materials/Project%20Conflict%20Resolution%20Flowchart.pdf Conflict Resolution Flowchart]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/ContractorAffidavit_C-242.pdf Contractor's Affidavit Regarding Settlement of Claims (C-242)]

:*[http://www.modot.org/business/contractor_resources/documents/Contractor_Questionnaire.pdf Contractor Questionnaire] (to bid contracts less than $2,000,000)

:*[[media:101 Contractor Monthly Trainee Report.doc|Contractor's Monthly Trainee Report]]

:*[http://www.modot.org/pdf/business/DBE.pdf DBE Program Submittal]

:*[http://www.modot.org/business/materials/Trainee%20Example%20Letter.pdf Example Letter to Trainee to be used by Contractor]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTContractorInformationalPacket.pdf Lead Abatement MoDOT Contractor Informational Packet]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTFAProjectNotification.pdf Lead Abatement MoDOT FA Project Notification]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTProjectNotification.pdf Lead Abatement MoDOT Project Notification]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTProjectRe-Notification.pdf Lead Abatement MoDOT Project Re-Notification]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementProgramContactInfo.pdf Lead Abatement Program Contact Info]

:*[http://www.modot.org/business/contractor_resources/documents/PCQForm.pdf Prequalification Contractor Questionnaire] (to bid a contract of any size)

:*[http://www.modot.org/business/contractor_resources/documents/RequesttoSubcontract_C-220.pdf Request to Subcontract Work (C-220)]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/AffirmativeActionCertification.pdf Subcontractor Certification Regarding Affirmative Action]

:*[[media:101 Trainee Notification.doc|Trainee Notification]]

:*[[media:C-104.doc|Value Engineering Change Proposal (C-104)]]

:*[http://www.modot.org/business/materials/PreCon%20Flow%20Chart%20-%20Federal.pdf Wage Flowchart for Federal Jobs – Precon]

:*[http://www.modot.org/business/materials/PreCon%20Flow%20Chart%20-%20State.pdf Wage Flowchart for State Jobs – Precon]

:*[http://www.modot.org/business/materials/welder%20qualification%20form.pdf Welder Qualification Form]

:*[http://www.modot.org/business/materials/Waste%20Disposal%20Agreement.pdf Waste Disposal Agreement]

====Materials Related====
:*[http://www.modot.org/business/materials/Aggregate%20Quality%20Control%20Plan.pdf Aggregate Quality Control Plan]

:*[http://www.modot.org/business/materials/asphpayfactor.xls Asphalt Inspectors Worksheets: QA Pay Factor]

:*[http://www.modot.mo.gov/business/materials/AsphPlantInsp.xls Asphalt Inspectors Worksheets: Plant Inspection]

:*[http://www.modot.org/business/contractor_resources/documents/PipeShippingReportForm2.pdf CMP, RCP, Precast Drainage Units and Precast Box Culvert Shipping Report Form]

:*[http://www.modot.mo.gov/business/materials/Concrete%20Mix%20Design%20Submittal%20Form.xls Concrete Mix Design Submittal Form]

:*[http://www.modot.mo.gov/business/materials/Missouri%20CoreLok%20Aggregate%20Workbook.xls CoreLok Aggregate Workbook]

:*[http://www.modot.mo.gov/business/materials/pdf/vol_1/GS013F2.pdf Fabricator’s PAL Receival Form]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/NewProductEvaluationForm.pdf New Product Evaluation Form]

:*[http://www.modot.mo.gov/business/materials/pdf/vol_1/GS013F4.pdf PAL Program Inclusion Certifications and Guarantee Statement]

:*[http://www.modot.mo.gov/business/materials/Producer-Supplier%20List.pdf Producer/Supplier List]

:*[http://www.modot.org/business/contractor_resources/documents/PipeShippingReportForm_Thermoplastic.pdf PVC & HDPE Pipe Shipping Report Form]

:*[[media:101 Request for Transfer of Inpsected Materials.pdf|Request for Transfer of Inspected Materials]]

:*[http://www.modot.mo.gov/business/materials/pdf/vol_1/GS013F3.pdf Shipper’s PAL Transmittal Form]

====Posters, Federal Aid====

Please refer to [http://epg.modot.org/index.php?title=Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#Required_Notices_and_Posters EPG 110.2 Federal-Aid Projects, Required Notices and Posters].

====Posters, State Aid====

Please refer to [http://epg.modot.org/index.php?title=Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#Required_Notices_and_Posters EPG 110.2 Federal-Aid Projects, Required Notices and Posters].

====Utility or Right of Way Related====

:*[http://www.modot.mo.gov/asp/intentToWork.shtml Notice of Intent to Perform Work Process]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/permit_external.pdf Permit for Work on Right of Way]

===Quick Reference Guides (QRGs) [[image:bulldozer.jpg|20px]]===

:* [[media:Adobe Final Plans Stamp.docx|Adobe Final Plans Stamp]]

:* [[media:Change Order Codes.doc|Change Order Codes]]

:* [[media:change order reports 2013.docx|Change Order Reports]]

:* [[media:change orders zero dollar 2013.docx|Change Orders - Zero Dollar]]

:* [[media:Change Orders 2014.docx|Change Orders]]

:* [[media:Change Orders – Mobilization and Contract Bond 2014.docx|Change Orders – Mobilization and Contract Bond]]

:* [[media:Change Orders – Time Adjustment Dec 2013.docx|Change Orders – Time Adjustment]]

:* [[media:Change Orders – Value Engineering Dec 2013.doc|Change Orders – Value Engineering]]

:* [[media:Check for Current Version of SiteManager.doc|Check for Current Version of SiteManager]]

:* [[media:Cognos Access for SM.doc|Cognos Access for SM]]

:* [[media:Concrete Cylinder Sample Sent to Central Lab.doc|Concrete Cylinder Sample Sent to Central Lab]]

:* [[media:concrete mix design creation 2014.doc|Concrete Mix Design Creation]]

:* [[media:Contract Adjustments July 31, 2012.docx|Contract Adjustments]]

:* [[media:Contract Master List Feb 2012.docx|Contract Master List]]

:* [[media:Contract Finalization.doc|Contract Finalization]]

:* [[media:Contractor Pay Estimates 2013.docx|Contractor Pay Estimates]]

:* [[media:Daily Work Reports 2013.docx|Daily Work Reports]]

:* [[media:Diaries.docx|Diaries]]

:* [[media:Digital Signature for Adobe Pro 10 (Contractors) 2013.docx|Digital Signature for Adobe Pro 10 (Contractors)]]

:* [[media:Digital Signature for Adobe Pro 10 (MoDOT).docx|Digital Signature for Adobe Pro 10 (MoDOT)]]

:* [[media:Digital Signature Frequently Asked Questions.doc|Digital Signature Frequently Asked Questions]]

:* [[media:Disposition Remarks for PAL Materials.doc|Disposition Remarks for PAL Materials]]

:* [[media:Equipment Rental Rates from the Blue Book.doc|Equipment Rental Rates from the Blue Book]]
<div id=" Equipment Verification Samples "></div>

:* [[media:Equipment Verification Samples.docx|Equipment Verification Samples]]

:* [[media:Estimate Based Documentation Records.doc|Estimate Based Documentation Records]]

:* [[media:Filtering a SiteManager Pick List.doc|Filtering a SiteManager Pick List]]

:* [[media:Job Order Contracts Oct 22, 2012.docx|Job Order Contracts]]

:* [[media:Key Dates.docx|Key Dates]]

:* [[media:Line Item Adjustments Nov 2012.docx|Line Item Adjustments]]

:* [[media:Milestones.docx|Milestones]]

:* [[media:Moving Files from SharePoint to CIA.docx|Moving Files from SharePoint to CIA]]

:* [[media:PAL Plant Inspection and Record.docx|PAL Plant Inspection and Record]]

:* [[media:SL Reason Codes for Time Extension Change Orders.doc|SL District Reason Codes for Time Extension Change Orders]]

:* [[media:SL Signal Maintenance.docx|SL District Signal Maintenance by Contractor Key Dates]]
<div id=" Sample Record General Information "></div>
:* [[media:Sample Record General 2013.docx|Sample Record General Information]]

:* [[media:Sample Record of DEC Inspection.doc|Sample Record of DEC Inspection]]

:* [[media:Sample Record of Soil Density Inspection.doc|Sample Record of Soil Density Inspection]]

:* [[media:Sample Record of Visual Inspection Nov 2010.doc|Sample Record of Visual Inspection]]

:* [[media:Sampling Checklist.docx|Sampling Checklist]]

:* [[media:Stockpiled Materials 2013.doc|Stockpiled Materials]]

:* [[media:Subcontracts 2014.docx|Subcontracts]]

:* [[media:SuperPave Adjustments.doc|SuperPave Adjustments]]

:* [[media:Terminal Services-Remote Desktop Connection 2013.docx|Terminal Services/Remote Desktop Connection]]

:* [[media:Vendor Master List.doc|Vendor Master List]]

==Design==
{|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="160px" align="right"
|-
|'''Microstation D-Sheets'''
|-
|'''Signing'''
|-
|[[media:D-28.doc|D-28]]
|-
|[[media:D-29.pdf|D-29]]
|-
|[[media:D-30 2011.pdf|D-30]]
|-
|[[media:D-32.pdf|D-32]]
|-
|[[media:D-33.pdf|D-33]]
|-
|[[media:D-34.pdf|D-34]]
|-
|'''Signals'''
|-
|[[media:D-37a 0909.pdf|Form D-37A]]
|-
|[[media:D-37b.pdf|Form D-37B]]
|-
|[[media:D-37c.pdf|Form D-37C]]
|-
|[[media:D-37d.pdf|Form D-37D]]
|-
|[[media:D-38 0909.pdf|Form D-38]]
|-
|[[media:D-38a 0909a.pdf|Form D-38A]]
|-
|[[media:D-38b 0909.pdf|Form D-38B]]
|-
|[[media:D-38c 0909.pdf|Form D-38C]]
|-
|[[media:D-38d 0909.pdf|Form D-38D]]
|-
|[[media:D-38e 0909.pdf|Form D-38E]]
|-
|'''Typical Sections'''
|-
|[[media:D-49.pdf|Typical Section Bicycle Path (D-49)]]
|-
|[[media:231 Interstate Roadway (D-61).pdf|Interstate Roadway (D-61)]]
|-
|[[media:231 4-Lane (Non-Interstate) Major Rural Roadway (D-61).pdf|4-Lane (Non-Interstate) Major Rural Roadway (D-61)]]
|-
|[[media:231 2-Lane Major Rural Roadway - Super Two (D-60).pdf|2-Lane Major Rural Roadway, a "Super 2" (D-60)]]
|-
|[[media:231 Minor Rural Roadway (D-64).pdf|Minor Rural Roadway (D-64)]]
|-
|[[media:231 Diamond-Directional Ramp (Any AADT) (D-50).pdf|Diamond/Directional Ramp, Any ADT (D-50)]]
|-
|[[media:231 Diamond-Directional Ramp (Low AADT) (D-50).pdf|Diamond/Directional Ramp, Low ADT, Low Trucks (D-50)]]
|-
|[[media:231 Multi-Lane Ramp (D-53).pdf|Muti-Lane Ramp (D-53)]]
|-
|[[media:231 Loop Ramp (D-51).pdf|Loop Ramp (D-51)]]
|-
|[[media:231 Local Roadway (D-67).pdf|Local Roadway (D-67)]]
|-
|[[media:231 Low Volume Local Roadway (D-66).pdf|Local Roadway, Low AADT (D-66)]]
|-
|'''Miscellaneous'''
|-
|[[media:D-71.pdf|Widening and Resurfacing (D71)]]
|}
===Bridge===
*[http://epg.modot.mo.gov/forms/DE-Bridge/404%20Permits.dot 404 Permits]

*[[media:BR 105 R.docx|Bridge Survey Report Form]]

*[http://epg.modot.mo.gov/forms/DE-Bridge/Structural%20Rehabilitation%20Checklist.xlt Structural Rehabilitation Checklist (Excel)]

*[http://ghepg01/forms/BR/Vertical%20Clearance%20Design%20Exception%20Coordination%20with%20SDDCTEA%20Form.doc Vertical Clearance Design Exception Coordination with SDDCTEA]

===Checklist===
*[http://epg.modot.mo.gov/forms/DE-Checklist/Design%20Progress%20Check%20List.dot Design Progress Check List]

*[http://epg.modot.mo.gov/forms/DE-Checklist/District%20Final%20Design%20Checklist%20-%20D12.dot District Final Design Checklist - D12]

*[http://epg.modot.mo.gov/forms/DE-Checklist/Preliminary%20Plans%20Check%20List.dot Preliminary Plans Check List]

*[http://epg.modot.mo.gov/forms/DE-Checklist/Right%20of%20Way%20Check%20List.dot Right of Way Check List]

===Computer===
*[http://epg.modot.mo.gov/forms/DE-Computer/Design%20Computer%20Files%20&%20Drawings%20Log%20Sheet%20-%20D-97.dot Design Computer Files & Drawings Log Sheet - D-97]

*[http://epg.modot.mo.gov/forms/DE-Computer/MicroStation%20Computer%20Drawings%20Log%20Sheet%20-%20D96.dot MicroStation Computer Drawings Log Sheet - D96]

===Contracts===
*[http://epg.modot.mo.gov/forms/DE-Contracts/Award.dot Award]

*[http://www.modot.org/business/standards_and_specs/documents/ComputerDeliverableContractPlans.pdf Computer Deliverable Contract Plans 2005]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot Consultant Services Contract - State Funded (MoDOT Users)]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot De1]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot DE11]

*[http://epg.modot.mo.gov/forms/DE-Contracts/Sample%20Scope%20of%20Services%20-%20Location%20and%20Environment.dot Sample Scope of Services - Location and Environment]

*[http://epg.modot.mo.gov/forms/DE-Contracts/Sample%20Scope%20of%20Services%20Design.dot Sample Scope of Services Design]

===Design Forms===
*[http://epg.modot.mo.gov/forms/DE-DEForms/3R%20CONCEPTUAL%20STUDY%20REPORT.dot 3R Conceptual Study Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/4R%20PAVEMENT%20REHABILITATION%20ANALYSIS%20DATA%20AND%20CONCEPTUAL%20STUDY%20REPORT.dot 4R Pavement Rehabilitation Analysis Data and Conceptual Study Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Aerial%20Mosiac%20Submittal%20for%20Recon%20Study.dot Aerial Mosiac Submittal for Recon Study]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Commission%20Backup%20Form%20Blank.dot Commission Backup Form Blank]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Commission%20Backup%20Form%20Instructions.dot Commission Backup Form Instructions]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Conceptual%20Study%20Report.dot Conceptual Study Report]

*[http://epg.modot.org/forms/DE-DEForms/Consultant%20Rating%20Form.dot Consultant Rating Form]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Cultural%20Resource%20Assessment%20Letter.dot Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/D-28%20Sign%20Design%20Order%20Form.dot D-28 Sign Design Order Form]

*[[media:131.4 Design Exception Info 2013.doc|Design Exception Information]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Equipment%20and%20Materials%20List.dot Equipment and Materials List]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Highway%20Lighting%20Warrants%20D21.dot Highway Lighting Warrants D21]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Inquiry%20Report.dot Inquiry Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Job%20Special%20Provisions%20Stylesheet.dot Job Special Provisions Stylesheet]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Location%20Study%20Report.dot Location Study Report]

* [[media:M-40 2013.docx|M-40 Request for Drilling Services]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Pavement%20Distress%20Log%20Form%20-%20Asphalt%20-%2011x17.dot Pavement Distress Log Form - Asphalt - 11x17]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Pavement%20Distress%20Log%20Form%20-%20Concrete%2011x17.dot Pavement Distress Log Form - Concrete 11x17]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Pavement%20Repair%20Log.dot Pavement Repair Log]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Preliminary%20Plans%20Proposal%20Review.dot Preliminary Plans Proposal Review]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Preliminary%20Signal%20Plan%20Submittal.dot Preliminary Signal Plan Submittal]

*[http://epg.modot.mo.gov/forms/DE-DEForms/PROJECT%20ASSIGNMENTS%20AND%20COMPLETION%20DATES.dot Project Assignments and Completion Dates]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Project%20Data%20for%20BAMS.dot Project Data for BAMS]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Project%20Initialization%20Estimate%20Form.dot Project Initialization Estimate Form]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Submittal%20to%20Professional%20Services%20Committee.dot Submittal to Professional Services Committee]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Suggested%20Revision%20to%20a%20CADD%20Standard.dot Suggested Revision to a CADD Standard]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Test-Cultural%20Resource%20Assessment%20Letter.dot Test-Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Traffic%20Signal%20Warrants,%20Form%20D22.dot Traffic Signal Warrants, Form D22]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Utility%20Print%20Submittal%20Letter.dot Utility Print Submittal Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Utility%20Print%20Submittal%20letter_Revised%20Plans.dot Utility Print Submittal letter_Revised Plans]

*[http://epg.modot.mo.gov/forms/DE-DEForms/WORK%20DAY%20STUDY%20-%20124.dot Work Day Study - 124]

===[http://epg.modot.org/index.php?title=Category:134_Engineering_Professional_Services#134.1.3_Consultant_Qualification Engineering Professional Services]===

===Environmental and Cultural===
*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20Form.dot Categorical Exclusion Form]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20For%20Hardships%20Determined.dot Categorical Exclusion Determination for Hardships]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20Form.dot Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Cultural%20Resource%20Structure%20Log.dot Cultural Resource Structure Log]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/DNR%20Land%20Survey%20Request.dot DNR Land Survey Request]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Farmland%20Conversion%20IMpact%20Rating%20(Site).dot Farmland Conversion Impact Rating (Corridor)]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Farmland%20Conversion%20Impact%20Rating%20(Corridor).dot Farmland Conversion Impact Rating (Site)]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Fig%202-06-9,%20Farmland%20Conversion%20Impact%20Rating.dot Fig 2-06-9, Farmland Conversion Impact Rating]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Initial%20Site%20Assessment%20Form.dot Initial Site Assessment Form]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Request%20for%20Environmental%20Studies.dot Request for Environmental Studies]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/RES%20Instruction%20sheet.doc RES Instruction sheet]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/STRUCT.dot STRUCT]

===Hearings===
*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot Generic Meeting Sign-Up Sheet]

*[http://epg.modot.mo.gov/forms/DE-Hearings/Notice%20of%20Formal%20Public%20Hearing.dot Notice of Formal Public Hearing]

*[http://epg.modot.mo.gov/forms/DE-Hearings/Open-House%20Public%20Hearing.dot Open-House Public Hearing]

*[http://epg.modot.mo.gov/forms/DE-Hearings/Public%20Hearing%20Statement%20Form.dot Public Hearing Statement Form]

===Materials===
*[http://epg.modot.mo.gov/forms/DE-Materials/Hazardous%20Waste%20Removal%20Bid%20Information.dot Hazardous Waste Removal Bid Information]

*[http://epg.modot.mo.gov/forms/DE-Materials/Itemized%20Proposal%20-%20Demolition,%20Asbestos,%20UST%20Removal.dot Itemized Proposal - Demolition, Asbestos, UST Removal]

*[http://epg.modot.mo.gov/forms/DE-Materials/Materials%20Suppliers,%20Source%20and%20Location.dot Materials Suppliers, Source and Location]

*[http://epg.modot.mo.gov/forms/DE-Materials/Request%20for%20Asphalt%20Cement%20%25%20Grade.dot Request for Asphalt Cement % Grade]

*[http://epg.modot.mo.gov/forms/DE-Materials/Soil%20Info%20Request.dot Soil Info Request]

*[http://epg.modot.mo.gov/forms/DE-Materials/Soil%20Survey%20Request.dot Soil Survey Request]

===Photo===
*[http://epg.modot.mo.gov/forms/DE-Photo/Aerial%20Photography%20Requisition.dot Aerial Photography Requisition]

*[http://epg.modot.mo.gov/forms/DE-Photo/Microfilm-Print%20Billing%20Form.dot Microfilm-Print Billing Form]

*[http://epg.modot.mo.gov/forms/DE-Photo/Prints%20of%20Previous%20Photography%20Requistion.dot Prints of Previous Photography Requistion]

*[http://epg.modot.mo.gov/forms/DE-Photo/Request%20for%20Color%20Copies.dot Request for addition to flight program]

*[http://epg.modot.mo.gov/forms/DE-Photo/Request%20for%20addition%20to%20flight%20program.dot Request for Color Copies]

===Planning===
*[http://epg.modot.mo.gov/forms/DE-Planning/ARAN%20Report%20Request.dot ARAN Report Request]

*[http://epg.modot.mo.gov/forms/DE-Planning/Conceptual%20Study%20Traffic%20Count%20Request.dot Conceptual Study Traffic Count Request]

*[http://epg.modot.mo.gov/forms/DE-Planning/Fis%20Formc.dot Fis Formc]

*[http://epg.modot.mo.gov/forms/DE-Planning/Turning%20Movement%20Traffic%20Count%20Request.dot Turning Movement Traffic Count Request]

===Right of Way===
*[http://epg.modot.org/forms/DE-ROW/Certification%20of%20Right%20of%20Way%20Plans%20for%20Condemnation%20Letter.dot Certification of Right of Way Plans for Condemnation Letter]

*[http://epg.modot.mo.gov/forms/DE-ROW/Forthcoming%20RW%20Plan%20changes.dot Forthcoming RW Plan Changes]

*[http://epg.modot.mo.gov/forms/DE-ROW/Preliminary%20Right%20of%20Way%20Estimate.dot Preliminary Right of Way Estimate]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Approval%20(Amended_Plans)%20Condemnation%20Required.dot Right of Way Approval (Amended Plans) Condemnation Required]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Plans%20Reviewed.dot Right of Way Plans Reviewed]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Plans%20to%20Dist%20RW%20Agent.dot Right of Way Plans to Dist RW Agent]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Change%20Information%20for%20Microfilming.dot RW Change Information for Microfilming]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Plans%20-%20Commission%20Certification%20(Amended).dot RW Plans - Commission Certification (Amended)]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Plans%20-%20Commission%20Certification.dot RW Plans - Commission Certification]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Plans%20Approval%20-%20Letter%20of%20Certification.dot RW Plans Approval - Letter of Certification]

===Scoping===
*[http://epg.modot.mo.gov/forms/DE-Scoping/Bridge%20Checklist.dot Bridge Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Construction%20and%20Materials%20Checklist.dot Construction and Materials Checklist]

*[[media:104.6 Design Checklist Apr 26, 2012.doc|Design Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Draft%20Project%20Scoping%20Memorandum.dot Draft Project Scoping Memorandum]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Environmental%20Checklist.dot Environmental Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/FHWA%20Checklist.dot FHWA Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Maintenance%20Checklist.dot Maintenance Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Major%20Project%20Scope%20or%20Estimate%20Change.dot Major Project Scope or Estimate Change]
[[image:101 survey.jpg|right|150px]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Non-Major%20Project%20Scope%20or%20Estimate%20Change.dot Non-Major Project Scope or Estimate Change]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Planning%20Checklist.dot Planning Checklist]

*[[media:104.6 Design Liaison Checklist.doc|Design Liaison Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Project%20Estimate%20Quality%20Assurance%20Report.dot Project Estimate Quality Assurance Report]

*[[media:104.6 Project Scoping Checklist Apr 26, 2012.doc|Project Scoping Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Project%20Scoping%20Memorandum.dot Project Scoping Memorandum]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Public%20Information%20and%20Outreach%20Checklist.dot Public Information and Outreach Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Railroad%20Checklist.dot Railroad Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Right%20of%20Way%20Checklist.dot Right of Way Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Traffic%20Checklist.dot Traffic Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Utilities%20Checklist.dot Utilities Checklist]

===Survey===
*[http://epg.modot.mo.gov/forms/DE-Survey/Center%20Line%20Staking%20-%20Letter%20to%20Property%20Owner.dot Center Line Staking - Letter to Property Owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Center%20Line%20Staking.dot Center Line Staking]

*[http://epg.modot.mo.gov/forms/DE-Survey/Permanent%20RW%20Marker%20Setting%20-%20letter%20to%20property%20owner.dot Permanent RW Marker Setting - letter to property owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Permanent%20RW%20Marker%20Settings.dot Permanent RW Marker Settings]

*[[media:238.2.18.2 Plat Review Checklist.pdf|Form 238.2.18.2 Plat Review Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Survey/Preliminary%20Surveying%20-%20letter%20to%20property%20owner%201.dot Preliminary Surveying - letter to property owner 1]

*[http://epg.modot.mo.gov/forms/DE-Survey/Preliminary%20Surveying%20-%20letter%20to%20property%20owner.dot Preliminary Surveying - letter to property owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Preliminary%20Surveying.dot Preliminary Surveying]

*[[media:238.2.17 Professional Land Surveyor 2013.doc|Professional Land Surveyor Description Review Form]]

*[http://epg.modot.mo.gov/forms/DE-Survey/RW%20Marker%20Setting.dot RW Marker Setting]

*[http://epg.modot.mo.gov/forms/DE-Survey/Survey%20Request%20Form.dot Survey Request Form]

==Maintenance==
*[[media:101 Maintenance - Deer Death Report Form and Map.xls|Deer Death Report Form and Map (Excel)]]

===Chip Seal Forms===
*[http://wwwi/maintenance/Forms/App%20Adjust%20Form.pdf Application Adjustment Factor Form]
*[http://wwwi/maintenance/Forms/Traffic%20Eval%20Factor.pdf Traffic Evaluation Factor (TEF) for Asphalt Application Adjustment]

===Bridge Maintenance===
*[[media:101 Maintenance - blankinspreport.pdf|Blank Inspection Report]]
*[[media:101 Maintenance - bridgemaintenancerepairreport.xls|Bridge Maintenance Repair Report (Excel)]]
*[http://ghepg01/forms/BR/774_Cathodic_System_Evaluation.dotx Cathodic System Evaluation]
*[[media:101 Maintenance - CIF - Written form.dot|CIF (Critical Inspection Finding)]]
*[[media:101 Maintenance - Follow-up Action Required-Written form.doc|FAR (Follow-Up Action Required)]]
*[[media:101 Maintenance - maintmatlusage.xls|Maintenance Material Usage (Excel)]]
*[[media:101 Maintenance - Maintenance Recommendation Report.pdf|Maintenance Recommendation Report]]
*[[media:101 Maintenance - paintdatareportformblank.xls|Paint Data Report (Excel)]]
*[[media:101 Maintenance - Photo Log.xls|Photo Log Sheet (Excel)]]

===Snow & Ice Control===
*[[media:101 Maintenance - Snow and Ice Control Equipment Inventory.xls|Snow and Ice Control Equipment Inventory (Excel)]]
*[[media:101 Maintenance - Chemical Requirements.xls|Chemical Requirements (Excel)]]
*[[media:101 Maintenance - Salt Storage.xls|Salt Storage (Excel)]]

===Rest Areas===
*[[media:101 Maintenance - Rest Area Truck Parking.xls|Rest Area Truck Parking (Excel)]]
*[[media:101 Maintenance - REST AREA inspection_2005.doc|Rest Area Inspection]]

===Commuter Lots===
*[[media:101 Maintenance - Commuter Lot Inspection Form.xls|Commuter Lot Inspection (Excel)]]
*[[media:101 Maintenance - Commuter Lot Survey.pdf|Commuter Lot Survey]]

===Disasters===
*[[media:101 Maintenance - DDIR.xls|Detailed Damage Inspection Report (Excel)]]
*[[media:101 Maintenance - Non Federal Aid Route DDIR.xls|FEMA Detailed Damage Inspection Report (Excel)]]

===Performance Indicators===

===Pavement Management===

==Motor Carrier Services==
*[http://epg.modot.mo.gov/forms/MCS/Accounting%20Payment%20Error%20Notice.dot Accounting Payment Error Notice]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Altered%20Temporary.dot IRP Altered Temporary]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Outstanding%20Temporaries.dot IRP Outstanding Temporaries]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Surrendering%20Plates.dot IRP Surrendering Plates]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Suspension.dot IRP Suspension]

*[http://epg.modot.mo.gov/forms/MCS/IRP-IFTA%20Reject%20Letters.dot IRP-IFTA Reject Letters]

*[http://epg.modot.mo.gov/forms/MCS/MCS%20MoDOT%20Letterhead.dot MCS MoDOT Letterhead]

==Planning==
*[http://epg.modot.mo.gov/forms/MCS/MCS%20MoDOT%20Letterhead.dot MTFC Letterhead]

==Resource Management==
*[[media:235 Agreements Checklist.doc|Agreements Checklist]]

==Right of Way==
*[http://epg.modot.mo.gov/forms/RW/RW%20Mortgage%20Analyzer.xlt RW Mortgage Analyzer (Excel)]
===General Information===
===Right of Way Organization and Personnel===
===Administration===

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Acquisition%20Complete%20Cost%20Estimate%20Worksheet_Form%203-3_3B.dot Acquisition Complete Cost Estimate Worksheet_(Form 3-3_3B)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Categorical%20Exclusion%20Review_Form%203-1_2.dot Categorical Exclusion Review_(Form 3-1_2)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Request%20for%20Acquisition%20Authority_Form%203-6_10A.dot Request for Acquisition Authority_(Form 3-6_10A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_1A%20.dot Request for Federal Funding_Limited Acquisition Authority_(Form 3-4_1A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_1B.dot Request for Limited Acquisition Authority_(Form 3-4_1B)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_2A.dot Request for Federal Funding_(Form 3-4_2A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Right%20of%20Way%20Cost%20Estimate%20Worksheet_Form%203-3_3A.dot Right of Way Cost Estimate Worksheet_(Form 3-3_3A)]

*[http://ghepg01/forms/RW/Chapter%203_Administration/Right%20of%20Way%20Cost%20Estimate_Form%203-3_3C.dotx Right of Way Cost Estimate_(Form 3-3_3C)]

*[http://ghepg01/forms/RW/Chapter%203_Administration/Form%203-4_1C.dot Safe and Sound Acquisition Authority Date (Form 3-4.1C)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Supplemental%20Page_Form%203-3_3A.dot Supplemental Page_(Form 3-3_3A)]

===Description Writing and Titles===

*[http://epg.modot.mo.gov/forms/RW/Chapter%204_Description%20Writing%20&%20Titles/Affidavit%20of%20Scriveners%20Error%20Form%204_6_4a.dot Affidavit of Scrivener's Error (Form 4-6.4a)]

===Property Management===

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/ Internet Posting Request]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Property%20Inventory%20Record.dot Property Inventory Record]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Property%20Inventory%20Record%20Instructions.dot Property Inventory Record Instructions]

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/Real%20Estate%20Risk%20Assessment%20Form.pdf Real Estate Risk Assessment Form]

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/Realty%20Asset%20Sale%20Legal%20Opinion%20Memo.pdf Realty Asset Sale Legal Opinion Memo]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Form%20236.5.19a.dot Request for Excess Parcel Survey (Form 236.5.19a)]

===Appraisal and Appraisal Review===
===Negotiation===
===Relocation Assistance Program===

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Advance%20Increased%20Interest%20Payment%20Agreement.dot Advance Increased Interest Payment Agreement (Form 236.8.11.4(d)(2))]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Advance%20Replacement%20Housing%20and%20Increased%20Interest%20Pmt%20Agreement.dot Advance Replacement Housing and Increased Interest Payment Agreement (Form 236.8.11.4(d)(1))]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Condemnation%20Agreement%20Residential%20Property.dot Condemnation Agreement Residential Property (Form 236.8.9.3(e)(1))]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Form%20236.8.6.4.dot Relocation Report (Form 236.8.6.4)]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Form%20236_8_5_2.dot Relocatee Needs Questionnaire]

===Asbestos Abatement-Removal of Building Improvement===
===Right Of Way Condemnation===
===Mediation===
===Quality Assurance Reviews===
===Designing Right of Way Plans===
===Change in Route Status Report===
===Requests from Cities for Annexations===
===Outdoor Advertising===

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ADMREVREQUEST.dot Administrative Review Request]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ADV%20PROFILE%20REPORT1.DOT ADV Profile Report]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/Application%20for%20Outdoor%20Advertising%20Vegetation%20Permit.pdf Application for Outdoor Advertising Vegetation Permit]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ILLEGAL%20COURTESY%20LTR2.DOT Courtesy Letter ("cannot be permitted")]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ILLEGAL%20COURTESY%20LTR1.DOT Courtesy Letter ("possibly permitted")]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/CUTOUT%20EXTENSION.dot Cutout or Extension]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/NEW%20PERMIT.pdf New Permit]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/NEW%20ROUTE.pdf New Route]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTE%20OF%20WITHDRAWAL.pdf Notice of Withdrawal (OAN-15)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/noticepropowner.dot Notice to Property Owner]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTETOREMOVE3.dot Notice to Remove (NTR)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTICESIGNOWNR.dot Notice to Sign Owner]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTETOTERMNATE.dot Notice to Terminate (NTT)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTETOVOID.dot Notice to Void (Release of Permit)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ODAPERMIT.dot Outdoor Advertising Permit]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/Outdoor%20Advertising%20Permit%20Application.pdf Outdoor Advertising Permit Application]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/BIENNIALPERMITCOVER.dot Outdoor Advertising Permit Cover Letter]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/PERMIT%20TRANSFER%20APPLICATION.pdf Permit Transfer Application]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/Unzoned%20Qualifying%20Business%20Checklist.dot Qualifying Business Checklist]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/RELEASELETTER.dot Release Letter]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/REJECTAPPCOVER.dot Rejection Letter for Outdoor Advertising Permit Application]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/scanning%20procedure.doc Scanning Procedures]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/SIGN%20STATUS.pdf Sign Status]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/Vegetation_Cost_Letter.dot Vegetation Cost Letter]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/REJECTVEG.dot Vegetation Rejection letter]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/VoidCover.dot Void Cover Letter]

===Junkyards===

* [http://ghepg01/forms/RW/Chapter%2017_Junkyards/Application%20for%20License%20to%20Maintain%20A%20Junkyard.pdf Application for License to Maintain a Junkyard]

===Local Public Agency Land Acquisition===

Category:101 Standard Forms

2014-03-03T18:57:49Z

Struej1: /* Bridge */

[[Image:101.jpg|520px|right]]
== ==
Standard forms organized by functional unit are accessible from this page. '''The files accessible by the links below are identical to those accessed through Word, Excel or other software application by MoDOT employees.''' Many of these file links are also contained in Engineering Policy Guide articles that refer to the forms.

==Bridge==
*[http://epg.modot.mo.gov/forms/BR/Bridge%20Division%20Memo.dot Bridge Division Memo]

*[http://epg.modot.mo.gov/forms/BR/Bridge%20Survey%20Memo.dot Bridge Survey Memo]

*[http://ghepg01/forms/BR/Bridge%20Hydraulics%20Report.dot Bridge Hydraulics Report]

*[http://epg.modot.mo.gov/forms/BR/Change%20Order.dot Change Order]

*[http://epg.modot.mo.gov/forms/BR/Constructability%20Questionnaire.dot Constructability Questioinnaire]

*[[media:Culvert Hydraulics Report.docx|Culvert Hydraulics Report]]
[[image:101 Bridge.jpg|right|150px]]

*[[media:131.4 Design Exception Info 2013.doc|Design Exception Information]]

*[http://epg.modot.mo.gov/forms/BR/Design%20Except%20to%20District.dot Design Except to District]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Box).dot Design Layout (Box)]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Grade).dot Design Layout (Grade)]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Stream).dot Design Layout (Stream)]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Wall).dot Design Layout (Wall)]
<div id="Floodplain Development Permit/Application"></div>

*[[media:101 Floodplain Development Permit Application.docx|Floodplain Development Permit/Application]]

*[http://epg.modot.mo.gov/forms/BR/FloodplainDevelopmentPermit%20ToDistrict%20CoverLetter.dot Floodplain Development Permit To District Cover Letter]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20District.dot Layout to District]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20FHWA.dotx Layout to FHWA]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20Railroad.dot Layout to Railroad]

*[http://ghepg01/forms/BR/M-40a%20Request%20for%20Final%20Soundings%20of%20Structures.dot M-40a Sounding Request for Final Soundings of Structures]

*[http://epg.modot.mo.gov/files/0/01/M-40b_Sounding_Layout.doc M-40b Sounding Layout]

*[http://epg.modot.mo.gov/forms/BR/Memo%20to%20Design,%20no%20Permit%20Required.dot Memo to Design, no Permit Required]

*[http://epg.modot.mo.gov/forms/BR/Memo%20to%20Design,%20Permit%20Required.dot Memo to Design, Permit Required]

*[http://epg.modot.mo.gov/forms/BR/Memo%20to%20District.dot Memo to District]

*[http://epg.modot.mo.gov/forms/BR/Missouri-Illinois%20Border%20Bridge%20Clearinghouse%20Form.dot Missouri-Illinois Border Bridge Clearinghouse Form]

*[http://epg.modot.mo.gov/forms/BR/No-Rise%20Certificate.dot No-Rise Certificate.dot]

*[http://epg.modot.mo.gov/forms/BR/Request%20For%20Soil%20Properties.dot Request For Soil Properties]

*[http://epg.modot.mo.gov/forms/BR/Telefax.dot Telefax]

*[http://epg.modot.mo.gov/forms/BR/Transmittal%20Letter.dot Transmittal Letter]

*[http://ghepg01/forms/BR/Vertical%20Clearance%20Design%20Exception%20Coordination%20with%20SDDCTEA%20Form.doc Vertical Clearance Design Exception Coordination with SDDCTEA]

==Construction and Materials==
*[http://epg.modot.mo.gov/forms/CO/30%20Day%20Reminder%20Final%20Invoice%20Letter.dot 30 Day Reminder Final Invoice Letter]

*[http://epg.modot.mo.gov/forms/CO/3-Year%20Graduate%20Engr%20Training%20Checklist.dot 3-Year Graduate Engr Training Checklist]

*[http://epg.modot.mo.gov/forms/CO/60%20Day%20Final%20Acceptance%20Letter.dot 60 Day Final Acceptance Letter]

*[http://ghepg01/forms/CO/As%20Built%20Plans%20Checklist%20-%20SL%20District.dot As Built Plans Checklist - SL District]

*[http://epg.modot.mo.gov/forms/CO/Asbestos%20Survey%20Report%20-%20All%20Materials%20(Form%20T748).dot Asbestos Survey Report - All Materials (Form T748)]
[[image:101CM.jpg|right|150px]]

*[http://epg.modot.mo.gov/forms/CO/Asbestos%20Survey%20Report%20-%20All%20Suspect%20ACM%20%20(Form%20T746).dot Asbestos Survey Report - All Suspect ACM (Form T746)]

*[http://epg.modot.mo.gov/forms/CO/Asbestos%20Survey%20Report%20-%20Nonfriable%20ACM%20(Form%20T747).dot Asbestos Survey Report - Nonfriable ACM (Form T747)]

*[http://epg.modot.mo.gov/forms/CO/Asphalt%20Roadway%20Report.dot Asphalt Roadway Report]

*[http://ghepg01/forms/CO/Bridge%20Clearance%20Report%20(C-239A).dotx Bridge Clearance Report (C-239A)]

*[http://epg.modot.mo.gov/forms/CO/Bridge%20Fabrication%20Report.dot Bridge Fabrication Report]

*[http://epg.modot.mo.gov/forms/CO/Concrete%20Roadway%20Report.dot Concrete Roadway Report]

*[http://ghepg01/forms/CO/Contingent%20Item%20Price%20Check.dotx Contingent Item Price Check]

*[http://epg.modot.mo.gov/forms/CO/Contractor%20Performance%20Evaluation%20Letter.dot Contractor Performance Evaluation Letter]

*[http://epg.modot.mo.gov/forms/CO/Contractor%20Performance%20Evaluation%20Signature%20Page.dot Contractor Performance Evaluation Signature Page]

*[http://epg.modot.mo.gov/forms/CO/Daily%20Utility%20Report%20(C-9).dot Daily Utility Report (C-9).dot]

*[http://epg.modot.mo.gov/forms/CO/Documentation%20Record.dot Documentation Record]

*[http://ghepg01/forms/CO/EEO%20Checklist.dot EEO Checklist]

*[http://modot.mo.gov/business/materials/Electronic%20Documentation%20Choice%20Request%20Form.pdf Electronic Documentation Choice Request]

*[http://epg.modot.mo.gov/forms/CO/Erosion%20Control%20Product%20Questionnaire.dot Erosion Control Product Questionnaire]

*[http://epg.modot.mo.gov/forms/CO/Estimate%20Cover%20Letter.dot Estimate Cover Letter]

*[http://epg.modot.mo.gov/forms/CO/Fax%20Cover.dot Fax Cover.dot]

*[http://ghepg01/forms/CO/Fence%20Removal%20Notice.dot Fence Removal Notice]

*[http://epg.modot.mo.gov/forms/CO/Final%20Acceptance%20-%20Off%20System.dot Final Acceptance - Off System.dot]

*[http://epg.modot.mo.gov/forms/CO/Final%20Acceptance%20(C-239).dot Final Acceptance (C-239)]

*[http://ghepg01/forms/CO/Final%20Acceptance%20Checklist.dotx Final Acceptance Checklist]

*[http://epg.modot.org/forms/CO/Final%20Plans%20Certification.dot Final Plans Certification]

*[http://epg.modot.mo.gov/forms/CO/Final%20Plans%20Checklist.dot Final Plans Checklist]

*[http://epg.modot.mo.gov/forms/CO/Final%20Utility%20Report%20(C-13).dot Final Utility Report (C-13)]

*[[media:137 Force Account Worksheet (one day).xls|Force Account Worksheet (one day)]]

*[[media:137 Force Account Worksheet (multiple days) Jan 2010.xls|Force Account Worksheet (multiple days)]]

*[http://epg.modot.mo.gov/forms/CO/Inspectors%20Pay%20Qty%20Report%20(IPQR).dot Inspectors Pay Qty Report (IPQR)]

*[http://epg.modot.mo.gov/forms/CO/Internal%20MoDOT%20Product%20Form.dot Internal MoDOT Product Form]

*[http://ghepg01/forms/CO/Land%20Disturbance%20Inspection%20Record%20-%20Electronic%20Version.dotx Land Disturbance Inspection Record (Electronic Version)]

*[http://ghepg01/forms/CO/Land%20Disturbance%20Inspection%20Record%20-%20Print%20and%20Fill%20Version.dotx Land Disturbance Inspection Record (Print and Fill Version)]

*[http://ghepg01/forms/CO/Land%20Disturbance%20Inspection%20Record%20Summary.dotx Land Disturbance Inspection Record Summary]

*[http://epg.modot.mo.gov/forms/CO/Milestone%20Worksheet.dot Milestone Worksheet]

*[http://epg.modot.mo.gov/forms/CO/Mobile%20Mixer%20Verification%20Sheet.dot Mobile Mixer Verification Sheet]

*[http://epg.modot.mo.gov/forms/CO/MoDOT%20Quick%20Estimate%20Summary%20Request.dot MoDOT Quick Estimate Summary Request]

*[http://epg.modot.mo.gov/forms/CO/Nuclear%20Density%20(C-709ND).dot Nuclear Density (C-709ND)]

*[http://epg.modot.mo.gov/forms/CO/Nuclear%20Density%20of%20Plastic%20Portland%20Cement%20Concrete%20(C-710ND).dot Nuclear Density of Plastic Portland Cement Concrete (C-710ND)]

*[http://epg.modot.mo.gov/forms/CO/OJT-4%20Trainee%20Contact.dot OJT-4 Trainee Contact]

*[http://epg.modot.mo.gov/forms/CO/OJT-5%20Discrimination%20Complaint.dot OJT-5 Discrimination Complaint]

*[http://epg.modot.mo.gov/forms/CO/OJT-6%20Final%20Summary.dot OJT-6 Final Summary]

*[http://epg.modot.mo.gov/forms/CO/Order%20Record.dot Order Record (C-259)]

*[http://epg.modot.mo.gov/forms/CO/Overdimension%20Restrict.dot Overdimension Restrict]

*[[media:101 Pavement Type Selection Submittal.docx|Pavement Type Selection Submittal Information (PTS Submittal Form)]]

*[http://epg.modot.mo.gov/forms/CO/Pile%20Driving%20Data.dot Pile Driving Data]

*[http://epg.modot.mo.gov/forms/CO/Pore%20Pressure%20Report%20-%20Type%20A.dot Pore Pressure Report - Type A]

*[http://epg.modot.mo.gov/forms/CO/Pore%20Pressure%20Report%20-%20Type%20B.dot Pore Pressure Report - Type B]
<div id="PreCon Letter - Federal No Trainees"></div>

*[[media:101 Precon letter, federal no trainees 100th.docx|PreCon Letter - Federal No Trainees]]

*[[media:101 Precon letter, federal 100th.docx| PreCon Letter - Federal]]

*[[media:101 Precon letter, state 100th.docx|PreCon Letter - State]]

*[http://ghepg01/forms/CO/Prestress%20Deficiency%20Report%20(1029-01).dotx Prestress Deficiency Report (1029-01)]

*[http://epg.modot.mo.gov/forms/CO/Profilograph%20Report.dot Profilograph Report]

*[http://epg.modot.org/forms/CO/Railroad%20Crossing%20Inspection.dot Railroad Crossing Inspection]

*[http://epg.modot.mo.gov/forms/CO/RE%20Letterhead.dot RE Letterhead]

*[http://ghepg01/forms/CO/RM%20Aggregate%20Scale%20Calibration-200.dot RM Aggregate Scale Calibration - 200]

*[http://ghepg01/forms/CO/RM%20Aggregate%20Scale%20Calibration-300.dot RM Aggregate Scale Calibration - 300]

*[http://ghepg01/forms/CO/RM%20Aggregate%20Scale%20Calibration-350.dot RM Aggregate Scale Calibration - 350]

*[http://ghepg01/forms/CO/RM%20Air%20Dispenser%20Calibration.dot RM Air Dispenser Calibration]

*[http://ghepg01/forms/CO/RM%20Cement%20Scale%20Calibration-150.dot RM Cement Scale Calibration - 150]

*[http://ghepg01/forms/CO/RM%20Cement%20Scale%20Calibration-175.dot RM Cement Scale Calibration - 175]

*[http://ghepg01/forms/CO/RM%20Cement%20Scale%20Calibration-200.dot RM Cement Scale Calibration - 200]

*[http://ghepg01/forms/CO/RM%20Concrete%20Systems%20Form.dot RM Concrete Systems Form]

*[http://ghepg01/forms/CO/RM%20Equipment%20Calibrated%20and%20Verified%20Form.dot RM Equipment Calibrated and Verified Form]

*[http://ghepg01/forms/CO/RM%20Truck%20Mixer%20Information%20Form.dot RM Truck Mixer Information Form]

*[http://ghepg01/forms/CO/RM%20Water%20Calibration.dot RM Water Calibration]

*[http://epg.modot.org/forms/CO/RoCap%20Test%20Form%20-%20Long%20Bolts.dot RoCap Test Form - Long Bolts]

*[http://epg.modot.org/forms/CO/RoCap%20Test%20Form%20-%20Short%20Bolts.dot RoCap Test Form - Short Bolts]

*[http://epg.modot.mo.gov/forms/CO/Semi-annual%20Labor%20Compliance%20Report.dot Semi-annual Labor Compliance Report]

*[http://epg.modot.mo.gov/forms/CO/Semi-Final%20Inspection%20(C-236).dot Semi-Final Inspection (C-236)]

*[http://ghepg01/forms/CO/SiteManager%20New%20Project%20Review.dotx SiteManager New Project Review]

*[http://epg.modot.org/forms/CO/Wage%20Interview%20(Form%20CR-1).dot Wage Interview (Form CR-1)]

*[http://epg.modot.org/forms/CO/Wage%20Interview%20(Form%20CR-1)%20Spanish.dot Wage Interview (Form CR-1) - Spanish]

===Forms for Contractor Use ===
====Construction and Contractor Related====

:*[http://www.modot.org/business/materials/Blank%202AA%20Sheet.pdf 2AA Sheet – Blank]

:*[http://www.modot.org/business/materials/example%202AA%20sheet.pdf 2AA Sheet – Example]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/AffidavitofPrevailingWage.pdf Affidavit for Compliance with Prevailing Wage Law]

:*[http://www.modot.org/business/materials/Project%20Conflict%20Resolution%20Flowchart.pdf Conflict Resolution Flowchart]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/ContractorAffidavit_C-242.pdf Contractor's Affidavit Regarding Settlement of Claims (C-242)]

:*[http://www.modot.org/business/contractor_resources/documents/Contractor_Questionnaire.pdf Contractor Questionnaire] (to bid contracts less than $2,000,000)

:*[[media:101 Contractor Monthly Trainee Report.doc|Contractor's Monthly Trainee Report]]

:*[http://www.modot.org/pdf/business/DBE.pdf DBE Program Submittal]

:*[http://www.modot.org/business/materials/Trainee%20Example%20Letter.pdf Example Letter to Trainee to be used by Contractor]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTContractorInformationalPacket.pdf Lead Abatement MoDOT Contractor Informational Packet]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTFAProjectNotification.pdf Lead Abatement MoDOT FA Project Notification]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTProjectNotification.pdf Lead Abatement MoDOT Project Notification]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTProjectRe-Notification.pdf Lead Abatement MoDOT Project Re-Notification]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementProgramContactInfo.pdf Lead Abatement Program Contact Info]

:*[http://www.modot.org/business/contractor_resources/documents/PCQForm.pdf Prequalification Contractor Questionnaire] (to bid a contract of any size)

:*[http://www.modot.org/business/contractor_resources/documents/RequesttoSubcontract_C-220.pdf Request to Subcontract Work (C-220)]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/AffirmativeActionCertification.pdf Subcontractor Certification Regarding Affirmative Action]

:*[[media:101 Trainee Notification.doc|Trainee Notification]]

:*[[media:C-104.doc|Value Engineering Change Proposal (C-104)]]

:*[http://www.modot.org/business/materials/PreCon%20Flow%20Chart%20-%20Federal.pdf Wage Flowchart for Federal Jobs – Precon]

:*[http://www.modot.org/business/materials/PreCon%20Flow%20Chart%20-%20State.pdf Wage Flowchart for State Jobs – Precon]

:*[http://www.modot.org/business/materials/welder%20qualification%20form.pdf Welder Qualification Form]

:*[http://www.modot.org/business/materials/Waste%20Disposal%20Agreement.pdf Waste Disposal Agreement]

====Materials Related====
:*[http://www.modot.org/business/materials/Aggregate%20Quality%20Control%20Plan.pdf Aggregate Quality Control Plan]

:*[http://www.modot.org/business/materials/asphpayfactor.xls Asphalt Inspectors Worksheets: QA Pay Factor]

:*[http://www.modot.mo.gov/business/materials/AsphPlantInsp.xls Asphalt Inspectors Worksheets: Plant Inspection]

:*[http://www.modot.org/business/contractor_resources/documents/PipeShippingReportForm2.pdf CMP, RCP, Precast Drainage Units and Precast Box Culvert Shipping Report Form]

:*[http://www.modot.mo.gov/business/materials/Concrete%20Mix%20Design%20Submittal%20Form.xls Concrete Mix Design Submittal Form]

:*[http://www.modot.mo.gov/business/materials/Missouri%20CoreLok%20Aggregate%20Workbook.xls CoreLok Aggregate Workbook]

:*[http://www.modot.mo.gov/business/materials/pdf/vol_1/GS013F2.pdf Fabricator’s PAL Receival Form]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/NewProductEvaluationForm.pdf New Product Evaluation Form]

:*[http://www.modot.mo.gov/business/materials/pdf/vol_1/GS013F4.pdf PAL Program Inclusion Certifications and Guarantee Statement]

:*[http://www.modot.mo.gov/business/materials/Producer-Supplier%20List.pdf Producer/Supplier List]

:*[http://www.modot.org/business/contractor_resources/documents/PipeShippingReportForm_Thermoplastic.pdf PVC & HDPE Pipe Shipping Report Form]

:*[[media:101 Request for Transfer of Inpsected Materials.pdf|Request for Transfer of Inspected Materials]]

:*[http://www.modot.mo.gov/business/materials/pdf/vol_1/GS013F3.pdf Shipper’s PAL Transmittal Form]

====Posters, Federal Aid====

Please refer to [http://epg.modot.org/index.php?title=Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#Required_Notices_and_Posters EPG 110.2 Federal-Aid Projects, Required Notices and Posters].

====Posters, State Aid====

Please refer to [http://epg.modot.org/index.php?title=Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#Required_Notices_and_Posters EPG 110.2 Federal-Aid Projects, Required Notices and Posters].

====Utility or Right of Way Related====

:*[http://www.modot.mo.gov/asp/intentToWork.shtml Notice of Intent to Perform Work Process]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/permit_external.pdf Permit for Work on Right of Way]

===Quick Reference Guides (QRGs) [[image:bulldozer.jpg|20px]]===

:* [[media:Adobe Final Plans Stamp.docx|Adobe Final Plans Stamp]]

:* [[media:Change Order Codes.doc|Change Order Codes]]

:* [[media:change order reports 2013.docx|Change Order Reports]]

:* [[media:change orders zero dollar 2013.docx|Change Orders - Zero Dollar]]

:* [[media:Change Orders 2014.docx|Change Orders]]

:* [[media:Change Orders – Mobilization and Contract Bond 2014.docx|Change Orders – Mobilization and Contract Bond]]

:* [[media:Change Orders – Time Adjustment Dec 2013.docx|Change Orders – Time Adjustment]]

:* [[media:Change Orders – Value Engineering Dec 2013.doc|Change Orders – Value Engineering]]

:* [[media:Check for Current Version of SiteManager.doc|Check for Current Version of SiteManager]]

:* [[media:Cognos Access for SM.doc|Cognos Access for SM]]

:* [[media:Concrete Cylinder Sample Sent to Central Lab.doc|Concrete Cylinder Sample Sent to Central Lab]]

:* [[media:concrete mix design creation 2014.doc|Concrete Mix Design Creation]]

:* [[media:Contract Adjustments July 31, 2012.docx|Contract Adjustments]]

:* [[media:Contract Master List Feb 2012.docx|Contract Master List]]

:* [[media:Contract Finalization.doc|Contract Finalization]]

:* [[media:Contractor Pay Estimates 2013.docx|Contractor Pay Estimates]]

:* [[media:Daily Work Reports 2013.docx|Daily Work Reports]]

:* [[media:Diaries.docx|Diaries]]

:* [[media:Digital Signature for Adobe Pro 10 (Contractors) 2013.docx|Digital Signature for Adobe Pro 10 (Contractors)]]

:* [[media:Digital Signature for Adobe Pro 10 (MoDOT).docx|Digital Signature for Adobe Pro 10 (MoDOT)]]

:* [[media:Digital Signature Frequently Asked Questions.doc|Digital Signature Frequently Asked Questions]]

:* [[media:Disposition Remarks for PAL Materials.doc|Disposition Remarks for PAL Materials]]

:* [[media:Equipment Rental Rates from the Blue Book.doc|Equipment Rental Rates from the Blue Book]]
<div id=" Equipment Verification Samples "></div>

:* [[media:Equipment Verification Samples.docx|Equipment Verification Samples]]

:* [[media:Estimate Based Documentation Records.doc|Estimate Based Documentation Records]]

:* [[media:Filtering a SiteManager Pick List.doc|Filtering a SiteManager Pick List]]

:* [[media:Job Order Contracts Oct 22, 2012.docx|Job Order Contracts]]

:* [[media:Key Dates.docx|Key Dates]]

:* [[media:Line Item Adjustments Nov 2012.docx|Line Item Adjustments]]

:* [[media:Milestones.docx|Milestones]]

:* [[media:Moving Files from SharePoint to CIA.docx|Moving Files from SharePoint to CIA]]

:* [[media:PAL Plant Inspection and Record.docx|PAL Plant Inspection and Record]]

:* [[media:SL Reason Codes for Time Extension Change Orders.doc|SL District Reason Codes for Time Extension Change Orders]]

:* [[media:SL Signal Maintenance.docx|SL District Signal Maintenance by Contractor Key Dates]]
<div id=" Sample Record General Information "></div>
:* [[media:Sample Record General 2013.docx|Sample Record General Information]]

:* [[media:Sample Record of DEC Inspection.doc|Sample Record of DEC Inspection]]

:* [[media:Sample Record of Soil Density Inspection.doc|Sample Record of Soil Density Inspection]]

:* [[media:Sample Record of Visual Inspection Nov 2010.doc|Sample Record of Visual Inspection]]

:* [[media:Sampling Checklist.docx|Sampling Checklist]]

:* [[media:Stockpiled Materials 2013.doc|Stockpiled Materials]]

:* [[media:Subcontracts 2014.docx|Subcontracts]]

:* [[media:SuperPave Adjustments.doc|SuperPave Adjustments]]

:* [[media:Terminal Services-Remote Desktop Connection 2013.docx|Terminal Services/Remote Desktop Connection]]

:* [[media:Vendor Master List.doc|Vendor Master List]]

==Design==
{|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="160px" align="right"
|-
|'''Microstation D-Sheets'''
|-
|'''Signing'''
|-
|[[media:D-28.doc|D-28]]
|-
|[[media:D-29.pdf|D-29]]
|-
|[[media:D-30 2011.pdf|D-30]]
|-
|[[media:D-32.pdf|D-32]]
|-
|[[media:D-33.pdf|D-33]]
|-
|[[media:D-34.pdf|D-34]]
|-
|'''Signals'''
|-
|[[media:D-37a 0909.pdf|Form D-37A]]
|-
|[[media:D-37b.pdf|Form D-37B]]
|-
|[[media:D-37c.pdf|Form D-37C]]
|-
|[[media:D-37d.pdf|Form D-37D]]
|-
|[[media:D-38 0909.pdf|Form D-38]]
|-
|[[media:D-38a 0909a.pdf|Form D-38A]]
|-
|[[media:D-38b 0909.pdf|Form D-38B]]
|-
|[[media:D-38c 0909.pdf|Form D-38C]]
|-
|[[media:D-38d 0909.pdf|Form D-38D]]
|-
|[[media:D-38e 0909.pdf|Form D-38E]]
|-
|'''Typical Sections'''
|-
|[[media:D-49.pdf|Typical Section Bicycle Path (D-49)]]
|-
|[[media:231 Interstate Roadway (D-61).pdf|Interstate Roadway (D-61)]]
|-
|[[media:231 4-Lane (Non-Interstate) Major Rural Roadway (D-61).pdf|4-Lane (Non-Interstate) Major Rural Roadway (D-61)]]
|-
|[[media:231 2-Lane Major Rural Roadway - Super Two (D-60).pdf|2-Lane Major Rural Roadway, a "Super 2" (D-60)]]
|-
|[[media:231 Minor Rural Roadway (D-64).pdf|Minor Rural Roadway (D-64)]]
|-
|[[media:231 Diamond-Directional Ramp (Any AADT) (D-50).pdf|Diamond/Directional Ramp, Any ADT (D-50)]]
|-
|[[media:231 Diamond-Directional Ramp (Low AADT) (D-50).pdf|Diamond/Directional Ramp, Low ADT, Low Trucks (D-50)]]
|-
|[[media:231 Multi-Lane Ramp (D-53).pdf|Muti-Lane Ramp (D-53)]]
|-
|[[media:231 Loop Ramp (D-51).pdf|Loop Ramp (D-51)]]
|-
|[[media:231 Local Roadway (D-67).pdf|Local Roadway (D-67)]]
|-
|[[media:231 Low Volume Local Roadway (D-66).pdf|Local Roadway, Low AADT (D-66)]]
|-
|'''Miscellaneous'''
|-
|[[media:D-71.pdf|Widening and Resurfacing (D71)]]
|}
===Bridge===
*[http://epg.modot.mo.gov/forms/DE-Bridge/404%20Permits.dot 404 Permits]

*[[media:BR 105 R.docx|Bridge Survey Report Form]]

*[http://epg.modot.mo.gov/forms/DE-Bridge/Structural%20Rehabilitation%20Checklist.xlt Structural Rehabilitation Checklist (Excel)]

*[http://ghepg01/forms/BR/Vertical%20Clearance%20Design%20Exception%20Coordination%20with%20SDDCTEA%20Form.doc Vertical Clearance Design Exception Coordination with SDDCTEA]

===Checklist===
*[http://epg.modot.mo.gov/forms/DE-Checklist/Design%20Progress%20Check%20List.dot Design Progress Check List]

*[http://epg.modot.mo.gov/forms/DE-Checklist/District%20Final%20Design%20Checklist%20-%20D12.dot District Final Design Checklist - D12]

*[http://epg.modot.mo.gov/forms/DE-Checklist/Preliminary%20Plans%20Check%20List.dot Preliminary Plans Check List]

*[http://epg.modot.mo.gov/forms/DE-Checklist/Right%20of%20Way%20Check%20List.dot Right of Way Check List]

===Computer===
*[http://epg.modot.mo.gov/forms/DE-Computer/Design%20Computer%20Files%20&%20Drawings%20Log%20Sheet%20-%20D-97.dot Design Computer Files & Drawings Log Sheet - D-97]

*[http://epg.modot.mo.gov/forms/DE-Computer/MicroStation%20Computer%20Drawings%20Log%20Sheet%20-%20D96.dot MicroStation Computer Drawings Log Sheet - D96]

===Contracts===
*[http://epg.modot.mo.gov/forms/DE-Contracts/Award.dot Award]

*[http://www.modot.org/business/standards_and_specs/documents/ComputerDeliverableContractPlans.pdf Computer Deliverable Contract Plans 2005]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot Consultant Services Contract - State Funded (MoDOT Users)]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot De1]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot DE11]

*[http://epg.modot.mo.gov/forms/DE-Contracts/Sample%20Scope%20of%20Services%20-%20Location%20and%20Environment.dot Sample Scope of Services - Location and Environment]

*[http://epg.modot.mo.gov/forms/DE-Contracts/Sample%20Scope%20of%20Services%20Design.dot Sample Scope of Services Design]

===Design Forms===
*[http://epg.modot.mo.gov/forms/DE-DEForms/3R%20CONCEPTUAL%20STUDY%20REPORT.dot 3R Conceptual Study Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/4R%20PAVEMENT%20REHABILITATION%20ANALYSIS%20DATA%20AND%20CONCEPTUAL%20STUDY%20REPORT.dot 4R Pavement Rehabilitation Analysis Data and Conceptual Study Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Aerial%20Mosiac%20Submittal%20for%20Recon%20Study.dot Aerial Mosiac Submittal for Recon Study]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Commission%20Backup%20Form%20Blank.dot Commission Backup Form Blank]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Commission%20Backup%20Form%20Instructions.dot Commission Backup Form Instructions]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Conceptual%20Study%20Report.dot Conceptual Study Report]

*[http://epg.modot.org/forms/DE-DEForms/Consultant%20Rating%20Form.dot Consultant Rating Form]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Cultural%20Resource%20Assessment%20Letter.dot Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/D-28%20Sign%20Design%20Order%20Form.dot D-28 Sign Design Order Form]

*[[media:131.4 Design Exception Info 2013.doc|Design Exception Information]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Equipment%20and%20Materials%20List.dot Equipment and Materials List]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Highway%20Lighting%20Warrants%20D21.dot Highway Lighting Warrants D21]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Inquiry%20Report.dot Inquiry Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Job%20Special%20Provisions%20Stylesheet.dot Job Special Provisions Stylesheet]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Location%20Study%20Report.dot Location Study Report]

* [[media:M-40 2013.docx|M-40 Request for Drilling Services]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Pavement%20Distress%20Log%20Form%20-%20Asphalt%20-%2011x17.dot Pavement Distress Log Form - Asphalt - 11x17]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Pavement%20Distress%20Log%20Form%20-%20Concrete%2011x17.dot Pavement Distress Log Form - Concrete 11x17]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Pavement%20Repair%20Log.dot Pavement Repair Log]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Preliminary%20Plans%20Proposal%20Review.dot Preliminary Plans Proposal Review]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Preliminary%20Signal%20Plan%20Submittal.dot Preliminary Signal Plan Submittal]

*[http://epg.modot.mo.gov/forms/DE-DEForms/PROJECT%20ASSIGNMENTS%20AND%20COMPLETION%20DATES.dot Project Assignments and Completion Dates]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Project%20Data%20for%20BAMS.dot Project Data for BAMS]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Project%20Initialization%20Estimate%20Form.dot Project Initialization Estimate Form]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Submittal%20to%20Professional%20Services%20Committee.dot Submittal to Professional Services Committee]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Suggested%20Revision%20to%20a%20CADD%20Standard.dot Suggested Revision to a CADD Standard]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Test-Cultural%20Resource%20Assessment%20Letter.dot Test-Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Traffic%20Signal%20Warrants,%20Form%20D22.dot Traffic Signal Warrants, Form D22]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Utility%20Print%20Submittal%20Letter.dot Utility Print Submittal Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Utility%20Print%20Submittal%20letter_Revised%20Plans.dot Utility Print Submittal letter_Revised Plans]

*[http://epg.modot.mo.gov/forms/DE-DEForms/WORK%20DAY%20STUDY%20-%20124.dot Work Day Study - 124]

===[http://epg.modot.org/index.php?title=Category:134_Engineering_Professional_Services#134.1.3_Consultant_Qualification Engineering Professional Services]===

===Environmental and Cultural===
*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20Form.dot Categorical Exclusion Form]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20For%20Hardships%20Determined.dot Categorical Exclusion Determination for Hardships]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20Form.dot Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Cultural%20Resource%20Structure%20Log.dot Cultural Resource Structure Log]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/DNR%20Land%20Survey%20Request.dot DNR Land Survey Request]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Farmland%20Conversion%20IMpact%20Rating%20(Site).dot Farmland Conversion Impact Rating (Corridor)]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Farmland%20Conversion%20Impact%20Rating%20(Corridor).dot Farmland Conversion Impact Rating (Site)]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Fig%202-06-9,%20Farmland%20Conversion%20Impact%20Rating.dot Fig 2-06-9, Farmland Conversion Impact Rating]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Initial%20Site%20Assessment%20Form.dot Initial Site Assessment Form]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Request%20for%20Environmental%20Studies.dot Request for Environmental Studies]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/RES%20Instruction%20sheet.doc RES Instruction sheet]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/STRUCT.dot STRUCT]

===Hearings===
*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot Generic Meeting Sign-Up Sheet]

*[http://epg.modot.mo.gov/forms/DE-Hearings/Notice%20of%20Formal%20Public%20Hearing.dot Notice of Formal Public Hearing]

*[http://epg.modot.mo.gov/forms/DE-Hearings/Open-House%20Public%20Hearing.dot Open-House Public Hearing]

*[http://epg.modot.mo.gov/forms/DE-Hearings/Public%20Hearing%20Statement%20Form.dot Public Hearing Statement Form]

===Materials===
*[http://epg.modot.mo.gov/forms/DE-Materials/Hazardous%20Waste%20Removal%20Bid%20Information.dot Hazardous Waste Removal Bid Information]

*[http://epg.modot.mo.gov/forms/DE-Materials/Itemized%20Proposal%20-%20Demolition,%20Asbestos,%20UST%20Removal.dot Itemized Proposal - Demolition, Asbestos, UST Removal]

*[http://epg.modot.mo.gov/forms/DE-Materials/Materials%20Suppliers,%20Source%20and%20Location.dot Materials Suppliers, Source and Location]

*[http://epg.modot.mo.gov/forms/DE-Materials/Request%20for%20Asphalt%20Cement%20%25%20Grade.dot Request for Asphalt Cement % Grade]

*[http://epg.modot.mo.gov/forms/DE-Materials/Soil%20Info%20Request.dot Soil Info Request]

*[http://epg.modot.mo.gov/forms/DE-Materials/Soil%20Survey%20Request.dot Soil Survey Request]

===Photo===
*[http://epg.modot.mo.gov/forms/DE-Photo/Aerial%20Photography%20Requisition.dot Aerial Photography Requisition]

*[http://epg.modot.mo.gov/forms/DE-Photo/Microfilm-Print%20Billing%20Form.dot Microfilm-Print Billing Form]

*[http://epg.modot.mo.gov/forms/DE-Photo/Prints%20of%20Previous%20Photography%20Requistion.dot Prints of Previous Photography Requistion]

*[http://epg.modot.mo.gov/forms/DE-Photo/Request%20for%20Color%20Copies.dot Request for addition to flight program]

*[http://epg.modot.mo.gov/forms/DE-Photo/Request%20for%20addition%20to%20flight%20program.dot Request for Color Copies]

===Planning===
*[http://epg.modot.mo.gov/forms/DE-Planning/ARAN%20Report%20Request.dot ARAN Report Request]

*[http://epg.modot.mo.gov/forms/DE-Planning/Conceptual%20Study%20Traffic%20Count%20Request.dot Conceptual Study Traffic Count Request]

*[http://epg.modot.mo.gov/forms/DE-Planning/Fis%20Formc.dot Fis Formc]

*[http://epg.modot.mo.gov/forms/DE-Planning/Turning%20Movement%20Traffic%20Count%20Request.dot Turning Movement Traffic Count Request]

===Right of Way===
*[http://epg.modot.org/forms/DE-ROW/Certification%20of%20Right%20of%20Way%20Plans%20for%20Condemnation%20Letter.dot Certification of Right of Way Plans for Condemnation Letter]

*[http://epg.modot.mo.gov/forms/DE-ROW/Forthcoming%20RW%20Plan%20changes.dot Forthcoming RW Plan Changes]

*[http://epg.modot.mo.gov/forms/DE-ROW/Preliminary%20Right%20of%20Way%20Estimate.dot Preliminary Right of Way Estimate]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Approval%20(Amended_Plans)%20Condemnation%20Required.dot Right of Way Approval (Amended Plans) Condemnation Required]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Plans%20Reviewed.dot Right of Way Plans Reviewed]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Plans%20to%20Dist%20RW%20Agent.dot Right of Way Plans to Dist RW Agent]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Change%20Information%20for%20Microfilming.dot RW Change Information for Microfilming]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Plans%20-%20Commission%20Certification%20(Amended).dot RW Plans - Commission Certification (Amended)]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Plans%20-%20Commission%20Certification.dot RW Plans - Commission Certification]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Plans%20Approval%20-%20Letter%20of%20Certification.dot RW Plans Approval - Letter of Certification]

===Scoping===
*[http://epg.modot.mo.gov/forms/DE-Scoping/Bridge%20Checklist.dot Bridge Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Construction%20and%20Materials%20Checklist.dot Construction and Materials Checklist]

*[[media:104.6 Design Checklist Apr 26, 2012.doc|Design Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Draft%20Project%20Scoping%20Memorandum.dot Draft Project Scoping Memorandum]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Environmental%20Checklist.dot Environmental Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/FHWA%20Checklist.dot FHWA Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Maintenance%20Checklist.dot Maintenance Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Major%20Project%20Scope%20or%20Estimate%20Change.dot Major Project Scope or Estimate Change]
[[image:101 survey.jpg|right|150px]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Non-Major%20Project%20Scope%20or%20Estimate%20Change.dot Non-Major Project Scope or Estimate Change]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Planning%20Checklist.dot Planning Checklist]

*[[media:104.6 Design Liaison Checklist.doc|Design Liaison Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Project%20Estimate%20Quality%20Assurance%20Report.dot Project Estimate Quality Assurance Report]

*[[media:104.6 Project Scoping Checklist Apr 26, 2012.doc|Project Scoping Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Project%20Scoping%20Memorandum.dot Project Scoping Memorandum]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Public%20Information%20and%20Outreach%20Checklist.dot Public Information and Outreach Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Railroad%20Checklist.dot Railroad Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Right%20of%20Way%20Checklist.dot Right of Way Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Traffic%20Checklist.dot Traffic Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Utilities%20Checklist.dot Utilities Checklist]

===Survey===
*[http://epg.modot.mo.gov/forms/DE-Survey/Center%20Line%20Staking%20-%20Letter%20to%20Property%20Owner.dot Center Line Staking - Letter to Property Owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Center%20Line%20Staking.dot Center Line Staking]

*[http://epg.modot.mo.gov/forms/DE-Survey/Permanent%20RW%20Marker%20Setting%20-%20letter%20to%20property%20owner.dot Permanent RW Marker Setting - letter to property owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Permanent%20RW%20Marker%20Settings.dot Permanent RW Marker Settings]

*[[media:238.2.18.2 Plat Review Checklist.pdf|Form 238.2.18.2 Plat Review Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Survey/Preliminary%20Surveying%20-%20letter%20to%20property%20owner%201.dot Preliminary Surveying - letter to property owner 1]

*[http://epg.modot.mo.gov/forms/DE-Survey/Preliminary%20Surveying%20-%20letter%20to%20property%20owner.dot Preliminary Surveying - letter to property owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Preliminary%20Surveying.dot Preliminary Surveying]

*[[media:238.2.17 Professional Land Surveyor 2013.doc|Professional Land Surveyor Description Review Form]]

*[http://epg.modot.mo.gov/forms/DE-Survey/RW%20Marker%20Setting.dot RW Marker Setting]

*[http://epg.modot.mo.gov/forms/DE-Survey/Survey%20Request%20Form.dot Survey Request Form]

==Maintenance==
*[[media:101 Maintenance - Deer Death Report Form and Map.xls|Deer Death Report Form and Map (Excel)]]

===Chip Seal Forms===
*[http://wwwi/maintenance/Forms/App%20Adjust%20Form.pdf Application Adjustment Factor Form]
*[http://wwwi/maintenance/Forms/Traffic%20Eval%20Factor.pdf Traffic Evaluation Factor (TEF) for Asphalt Application Adjustment]

===Bridge Maintenance===
*[[media:101 Maintenance - blankinspreport.pdf|Blank Inspection Report]]
*[[media:101 Maintenance - bridgemaintenancerepairreport.xls|Bridge Maintenance Repair Report (Excel)]]
*[http://ghepg01/forms/BR/774_Cathodic_System_Evaluation.dotx Cathodic System Evaluation]
*[[media:101 Maintenance - CIF - Written form.dot|CIF (Critical Inspection Finding)]]
*[[media:101 Maintenance - Follow-up Action Required-Written form.doc|FAR (Follow-Up Action Required)]]
*[[media:101 Maintenance - maintmatlusage.xls|Maintenance Material Usage (Excel)]]
*[[media:101 Maintenance - Maintenance Recommendation Report.pdf|Maintenance Recommendation Report]]
*[[media:101 Maintenance - paintdatareportformblank.xls|Paint Data Report (Excel)]]
*[[media:101 Maintenance - Photo Log.xls|Photo Log Sheet (Excel)]]

===Snow & Ice Control===
*[[media:101 Maintenance - Snow and Ice Control Equipment Inventory.xls|Snow and Ice Control Equipment Inventory (Excel)]]
*[[media:101 Maintenance - Chemical Requirements.xls|Chemical Requirements (Excel)]]
*[[media:101 Maintenance - Salt Storage.xls|Salt Storage (Excel)]]

===Rest Areas===
*[[media:101 Maintenance - Rest Area Truck Parking.xls|Rest Area Truck Parking (Excel)]]
*[[media:101 Maintenance - REST AREA inspection_2005.doc|Rest Area Inspection]]

===Commuter Lots===
*[[media:101 Maintenance - Commuter Lot Inspection Form.xls|Commuter Lot Inspection (Excel)]]
*[[media:101 Maintenance - Commuter Lot Survey.pdf|Commuter Lot Survey]]

===Disasters===
*[[media:101 Maintenance - DDIR.xls|Detailed Damage Inspection Report (Excel)]]
*[[media:101 Maintenance - Non Federal Aid Route DDIR.xls|FEMA Detailed Damage Inspection Report (Excel)]]

===Performance Indicators===

===Pavement Management===

==Motor Carrier Services==
*[http://epg.modot.mo.gov/forms/MCS/Accounting%20Payment%20Error%20Notice.dot Accounting Payment Error Notice]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Altered%20Temporary.dot IRP Altered Temporary]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Outstanding%20Temporaries.dot IRP Outstanding Temporaries]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Surrendering%20Plates.dot IRP Surrendering Plates]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Suspension.dot IRP Suspension]

*[http://epg.modot.mo.gov/forms/MCS/IRP-IFTA%20Reject%20Letters.dot IRP-IFTA Reject Letters]

*[http://epg.modot.mo.gov/forms/MCS/MCS%20MoDOT%20Letterhead.dot MCS MoDOT Letterhead]

==Planning==
*[http://epg.modot.mo.gov/forms/MCS/MCS%20MoDOT%20Letterhead.dot MTFC Letterhead]

==Resource Management==
*[[media:235 Agreements Checklist.doc|Agreements Checklist]]

==Right of Way==
*[http://epg.modot.mo.gov/forms/RW/RW%20Mortgage%20Analyzer.xlt RW Mortgage Analyzer (Excel)]
===General Information===
===Right of Way Organization and Personnel===
===Administration===

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Acquisition%20Complete%20Cost%20Estimate%20Worksheet_Form%203-3_3B.dot Acquisition Complete Cost Estimate Worksheet_(Form 3-3_3B)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Categorical%20Exclusion%20Review_Form%203-1_2.dot Categorical Exclusion Review_(Form 3-1_2)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Request%20for%20Acquisition%20Authority_Form%203-6_10A.dot Request for Acquisition Authority_(Form 3-6_10A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_1A%20.dot Request for Federal Funding_Limited Acquisition Authority_(Form 3-4_1A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_1B.dot Request for Limited Acquisition Authority_(Form 3-4_1B)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_2A.dot Request for Federal Funding_(Form 3-4_2A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Right%20of%20Way%20Cost%20Estimate%20Worksheet_Form%203-3_3A.dot Right of Way Cost Estimate Worksheet_(Form 3-3_3A)]

*[http://ghepg01/forms/RW/Chapter%203_Administration/Right%20of%20Way%20Cost%20Estimate_Form%203-3_3C.dotx Right of Way Cost Estimate_(Form 3-3_3C)]

*[http://ghepg01/forms/RW/Chapter%203_Administration/Form%203-4_1C.dot Safe and Sound Acquisition Authority Date (Form 3-4.1C)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Supplemental%20Page_Form%203-3_3A.dot Supplemental Page_(Form 3-3_3A)]

===Description Writing and Titles===

*[http://epg.modot.mo.gov/forms/RW/Chapter%204_Description%20Writing%20&%20Titles/Affidavit%20of%20Scriveners%20Error%20Form%204_6_4a.dot Affidavit of Scrivener's Error (Form 4-6.4a)]

===Property Management===

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/ Internet Posting Request]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Property%20Inventory%20Record.dot Property Inventory Record]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Property%20Inventory%20Record%20Instructions.dot Property Inventory Record Instructions]

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/Real%20Estate%20Risk%20Assessment%20Form.pdf Real Estate Risk Assessment Form]

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/Realty%20Asset%20Sale%20Legal%20Opinion%20Memo.pdf Realty Asset Sale Legal Opinion Memo]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Form%20236.5.19a.dot Request for Excess Parcel Survey (Form 236.5.19a)]

===Appraisal and Appraisal Review===
===Negotiation===
===Relocation Assistance Program===

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Advance%20Increased%20Interest%20Payment%20Agreement.dot Advance Increased Interest Payment Agreement (Form 236.8.11.4(d)(2))]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Advance%20Replacement%20Housing%20and%20Increased%20Interest%20Pmt%20Agreement.dot Advance Replacement Housing and Increased Interest Payment Agreement (Form 236.8.11.4(d)(1))]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Condemnation%20Agreement%20Residential%20Property.dot Condemnation Agreement Residential Property (Form 236.8.9.3(e)(1))]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Form%20236.8.6.4.dot Relocation Report (Form 236.8.6.4)]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Form%20236_8_5_2.dot Relocatee Needs Questionnaire]

===Asbestos Abatement-Removal of Building Improvement===
===Right Of Way Condemnation===
===Mediation===
===Quality Assurance Reviews===
===Designing Right of Way Plans===
===Change in Route Status Report===
===Requests from Cities for Annexations===
===Outdoor Advertising===

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ADMREVREQUEST.dot Administrative Review Request]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ADV%20PROFILE%20REPORT1.DOT ADV Profile Report]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/Application%20for%20Outdoor%20Advertising%20Vegetation%20Permit.pdf Application for Outdoor Advertising Vegetation Permit]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ILLEGAL%20COURTESY%20LTR2.DOT Courtesy Letter ("cannot be permitted")]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ILLEGAL%20COURTESY%20LTR1.DOT Courtesy Letter ("possibly permitted")]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/CUTOUT%20EXTENSION.dot Cutout or Extension]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/NEW%20PERMIT.pdf New Permit]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/NEW%20ROUTE.pdf New Route]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTE%20OF%20WITHDRAWAL.pdf Notice of Withdrawal (OAN-15)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/noticepropowner.dot Notice to Property Owner]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTETOREMOVE3.dot Notice to Remove (NTR)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTICESIGNOWNR.dot Notice to Sign Owner]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTETOTERMNATE.dot Notice to Terminate (NTT)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTETOVOID.dot Notice to Void (Release of Permit)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ODAPERMIT.dot Outdoor Advertising Permit]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/Outdoor%20Advertising%20Permit%20Application.pdf Outdoor Advertising Permit Application]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/BIENNIALPERMITCOVER.dot Outdoor Advertising Permit Cover Letter]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/PERMIT%20TRANSFER%20APPLICATION.pdf Permit Transfer Application]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/Unzoned%20Qualifying%20Business%20Checklist.dot Qualifying Business Checklist]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/RELEASELETTER.dot Release Letter]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/REJECTAPPCOVER.dot Rejection Letter for Outdoor Advertising Permit Application]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/scanning%20procedure.doc Scanning Procedures]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/SIGN%20STATUS.pdf Sign Status]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/Vegetation_Cost_Letter.dot Vegetation Cost Letter]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/REJECTVEG.dot Vegetation Rejection letter]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/VoidCover.dot Void Cover Letter]

===Junkyards===

* [http://ghepg01/forms/RW/Chapter%2017_Junkyards/Application%20for%20License%20to%20Maintain%20A%20Junkyard.pdf Application for License to Maintain a Junkyard]

===Local Public Agency Land Acquisition===

Category:101 Standard Forms

2014-03-03T18:55:03Z

Struej1: /* Bridge */

[[Image:101.jpg|520px|right]]
== ==
Standard forms organized by functional unit are accessible from this page. '''The files accessible by the links below are identical to those accessed through Word, Excel or other software application by MoDOT employees.''' Many of these file links are also contained in Engineering Policy Guide articles that refer to the forms.

==Bridge==
*[http://epg.modot.mo.gov/forms/BR/Bridge%20Division%20Memo.dot Bridge Division Memo]

*[http://epg.modot.mo.gov/forms/BR/Bridge%20Survey%20Memo.dot Bridge Survey Memo]

*[http://ghepg01/forms/BR/Bridge%20Hydraulics%20Report.dot Bridge Hydraulics Report]

*[http://epg.modot.mo.gov/forms/BR/Change%20Order.dot Change Order]

*[http://epg.modot.mo.gov/forms/BR/Constructability%20Questionnaire.dot Constructability Questioinnaire]

*[[media:Culvert Hydraulics Report.docx|Culvert Hydraulics Report]]
[[image:101 Bridge.jpg|right|150px]]

*[[media:131.4 Design Exception Info 2013.doc|Design Exception Information]]

*[http://epg.modot.mo.gov/forms/BR/Design%20Except%20to%20District.dot Design Except to District]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Box).dot Design Layout (Box)]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Grade).dot Design Layout (Grade)]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Stream).dot Design Layout (Stream)]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Wall).dot Design Layout (Wall)]
<div id="Floodplain Development Permit/Application"></div>

*[[media:101 Floodplain Development Permit Application.docx|Floodplain Development Permit/Application]]

*[http://epg.modot.mo.gov/forms/BR/FloodplainDevelopmentPermit%20ToDistrict%20CoverLetter.dotx Floodplain Development Permit To District Cover Letter]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20District.dot Layout to District]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20FHWA.dotx Layout to FHWA]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20Railroad.dot Layout to Railroad]

*[http://ghepg01/forms/BR/M-40a%20Request%20for%20Final%20Soundings%20of%20Structures.dot M-40a Sounding Request for Final Soundings of Structures]

*[http://epg.modot.mo.gov/files/0/01/M-40b_Sounding_Layout.doc M-40b Sounding Layout]

*[http://epg.modot.mo.gov/forms/BR/Memo%20to%20Design,%20no%20Permit%20Required.dot Memo to Design, no Permit Required]

*[http://epg.modot.mo.gov/forms/BR/Memo%20to%20Design,%20Permit%20Required.dot Memo to Design, Permit Required]

*[http://epg.modot.mo.gov/forms/BR/Memo%20to%20District.dot Memo to District]

*[http://epg.modot.mo.gov/forms/BR/Missouri-Illinois%20Border%20Bridge%20Clearinghouse%20Form.dot Missouri-Illinois Border Bridge Clearinghouse Form]

*[http://epg.modot.mo.gov/forms/BR/No-Rise%20Certificate.dot No-Rise Certificate.dot]

*[http://epg.modot.mo.gov/forms/BR/Request%20For%20Soil%20Properties.dot Request For Soil Properties]

*[http://epg.modot.mo.gov/forms/BR/Telefax.dot Telefax]

*[http://epg.modot.mo.gov/forms/BR/Transmittal%20Letter.dot Transmittal Letter]

*[http://ghepg01/forms/BR/Vertical%20Clearance%20Design%20Exception%20Coordination%20with%20SDDCTEA%20Form.doc Vertical Clearance Design Exception Coordination with SDDCTEA]

==Construction and Materials==
*[http://epg.modot.mo.gov/forms/CO/30%20Day%20Reminder%20Final%20Invoice%20Letter.dot 30 Day Reminder Final Invoice Letter]

*[http://epg.modot.mo.gov/forms/CO/3-Year%20Graduate%20Engr%20Training%20Checklist.dot 3-Year Graduate Engr Training Checklist]

*[http://epg.modot.mo.gov/forms/CO/60%20Day%20Final%20Acceptance%20Letter.dot 60 Day Final Acceptance Letter]

*[http://ghepg01/forms/CO/As%20Built%20Plans%20Checklist%20-%20SL%20District.dot As Built Plans Checklist - SL District]

*[http://epg.modot.mo.gov/forms/CO/Asbestos%20Survey%20Report%20-%20All%20Materials%20(Form%20T748).dot Asbestos Survey Report - All Materials (Form T748)]
[[image:101CM.jpg|right|150px]]

*[http://epg.modot.mo.gov/forms/CO/Asbestos%20Survey%20Report%20-%20All%20Suspect%20ACM%20%20(Form%20T746).dot Asbestos Survey Report - All Suspect ACM (Form T746)]

*[http://epg.modot.mo.gov/forms/CO/Asbestos%20Survey%20Report%20-%20Nonfriable%20ACM%20(Form%20T747).dot Asbestos Survey Report - Nonfriable ACM (Form T747)]

*[http://epg.modot.mo.gov/forms/CO/Asphalt%20Roadway%20Report.dot Asphalt Roadway Report]

*[http://ghepg01/forms/CO/Bridge%20Clearance%20Report%20(C-239A).dotx Bridge Clearance Report (C-239A)]

*[http://epg.modot.mo.gov/forms/CO/Bridge%20Fabrication%20Report.dot Bridge Fabrication Report]

*[http://epg.modot.mo.gov/forms/CO/Concrete%20Roadway%20Report.dot Concrete Roadway Report]

*[http://ghepg01/forms/CO/Contingent%20Item%20Price%20Check.dotx Contingent Item Price Check]

*[http://epg.modot.mo.gov/forms/CO/Contractor%20Performance%20Evaluation%20Letter.dot Contractor Performance Evaluation Letter]

*[http://epg.modot.mo.gov/forms/CO/Contractor%20Performance%20Evaluation%20Signature%20Page.dot Contractor Performance Evaluation Signature Page]

*[http://epg.modot.mo.gov/forms/CO/Daily%20Utility%20Report%20(C-9).dot Daily Utility Report (C-9).dot]

*[http://epg.modot.mo.gov/forms/CO/Documentation%20Record.dot Documentation Record]

*[http://ghepg01/forms/CO/EEO%20Checklist.dot EEO Checklist]

*[http://modot.mo.gov/business/materials/Electronic%20Documentation%20Choice%20Request%20Form.pdf Electronic Documentation Choice Request]

*[http://epg.modot.mo.gov/forms/CO/Erosion%20Control%20Product%20Questionnaire.dot Erosion Control Product Questionnaire]

*[http://epg.modot.mo.gov/forms/CO/Estimate%20Cover%20Letter.dot Estimate Cover Letter]

*[http://epg.modot.mo.gov/forms/CO/Fax%20Cover.dot Fax Cover.dot]

*[http://ghepg01/forms/CO/Fence%20Removal%20Notice.dot Fence Removal Notice]

*[http://epg.modot.mo.gov/forms/CO/Final%20Acceptance%20-%20Off%20System.dot Final Acceptance - Off System.dot]

*[http://epg.modot.mo.gov/forms/CO/Final%20Acceptance%20(C-239).dot Final Acceptance (C-239)]

*[http://ghepg01/forms/CO/Final%20Acceptance%20Checklist.dotx Final Acceptance Checklist]

*[http://epg.modot.org/forms/CO/Final%20Plans%20Certification.dot Final Plans Certification]

*[http://epg.modot.mo.gov/forms/CO/Final%20Plans%20Checklist.dot Final Plans Checklist]

*[http://epg.modot.mo.gov/forms/CO/Final%20Utility%20Report%20(C-13).dot Final Utility Report (C-13)]

*[[media:137 Force Account Worksheet (one day).xls|Force Account Worksheet (one day)]]

*[[media:137 Force Account Worksheet (multiple days) Jan 2010.xls|Force Account Worksheet (multiple days)]]

*[http://epg.modot.mo.gov/forms/CO/Inspectors%20Pay%20Qty%20Report%20(IPQR).dot Inspectors Pay Qty Report (IPQR)]

*[http://epg.modot.mo.gov/forms/CO/Internal%20MoDOT%20Product%20Form.dot Internal MoDOT Product Form]

*[http://ghepg01/forms/CO/Land%20Disturbance%20Inspection%20Record%20-%20Electronic%20Version.dotx Land Disturbance Inspection Record (Electronic Version)]

*[http://ghepg01/forms/CO/Land%20Disturbance%20Inspection%20Record%20-%20Print%20and%20Fill%20Version.dotx Land Disturbance Inspection Record (Print and Fill Version)]

*[http://ghepg01/forms/CO/Land%20Disturbance%20Inspection%20Record%20Summary.dotx Land Disturbance Inspection Record Summary]

*[http://epg.modot.mo.gov/forms/CO/Milestone%20Worksheet.dot Milestone Worksheet]

*[http://epg.modot.mo.gov/forms/CO/Mobile%20Mixer%20Verification%20Sheet.dot Mobile Mixer Verification Sheet]

*[http://epg.modot.mo.gov/forms/CO/MoDOT%20Quick%20Estimate%20Summary%20Request.dot MoDOT Quick Estimate Summary Request]

*[http://epg.modot.mo.gov/forms/CO/Nuclear%20Density%20(C-709ND).dot Nuclear Density (C-709ND)]

*[http://epg.modot.mo.gov/forms/CO/Nuclear%20Density%20of%20Plastic%20Portland%20Cement%20Concrete%20(C-710ND).dot Nuclear Density of Plastic Portland Cement Concrete (C-710ND)]

*[http://epg.modot.mo.gov/forms/CO/OJT-4%20Trainee%20Contact.dot OJT-4 Trainee Contact]

*[http://epg.modot.mo.gov/forms/CO/OJT-5%20Discrimination%20Complaint.dot OJT-5 Discrimination Complaint]

*[http://epg.modot.mo.gov/forms/CO/OJT-6%20Final%20Summary.dot OJT-6 Final Summary]

*[http://epg.modot.mo.gov/forms/CO/Order%20Record.dot Order Record (C-259)]

*[http://epg.modot.mo.gov/forms/CO/Overdimension%20Restrict.dot Overdimension Restrict]

*[[media:101 Pavement Type Selection Submittal.docx|Pavement Type Selection Submittal Information (PTS Submittal Form)]]

*[http://epg.modot.mo.gov/forms/CO/Pile%20Driving%20Data.dot Pile Driving Data]

*[http://epg.modot.mo.gov/forms/CO/Pore%20Pressure%20Report%20-%20Type%20A.dot Pore Pressure Report - Type A]

*[http://epg.modot.mo.gov/forms/CO/Pore%20Pressure%20Report%20-%20Type%20B.dot Pore Pressure Report - Type B]
<div id="PreCon Letter - Federal No Trainees"></div>

*[[media:101 Precon letter, federal no trainees 100th.docx|PreCon Letter - Federal No Trainees]]

*[[media:101 Precon letter, federal 100th.docx| PreCon Letter - Federal]]

*[[media:101 Precon letter, state 100th.docx|PreCon Letter - State]]

*[http://ghepg01/forms/CO/Prestress%20Deficiency%20Report%20(1029-01).dotx Prestress Deficiency Report (1029-01)]

*[http://epg.modot.mo.gov/forms/CO/Profilograph%20Report.dot Profilograph Report]

*[http://epg.modot.org/forms/CO/Railroad%20Crossing%20Inspection.dot Railroad Crossing Inspection]

*[http://epg.modot.mo.gov/forms/CO/RE%20Letterhead.dot RE Letterhead]

*[http://ghepg01/forms/CO/RM%20Aggregate%20Scale%20Calibration-200.dot RM Aggregate Scale Calibration - 200]

*[http://ghepg01/forms/CO/RM%20Aggregate%20Scale%20Calibration-300.dot RM Aggregate Scale Calibration - 300]

*[http://ghepg01/forms/CO/RM%20Aggregate%20Scale%20Calibration-350.dot RM Aggregate Scale Calibration - 350]

*[http://ghepg01/forms/CO/RM%20Air%20Dispenser%20Calibration.dot RM Air Dispenser Calibration]

*[http://ghepg01/forms/CO/RM%20Cement%20Scale%20Calibration-150.dot RM Cement Scale Calibration - 150]

*[http://ghepg01/forms/CO/RM%20Cement%20Scale%20Calibration-175.dot RM Cement Scale Calibration - 175]

*[http://ghepg01/forms/CO/RM%20Cement%20Scale%20Calibration-200.dot RM Cement Scale Calibration - 200]

*[http://ghepg01/forms/CO/RM%20Concrete%20Systems%20Form.dot RM Concrete Systems Form]

*[http://ghepg01/forms/CO/RM%20Equipment%20Calibrated%20and%20Verified%20Form.dot RM Equipment Calibrated and Verified Form]

*[http://ghepg01/forms/CO/RM%20Truck%20Mixer%20Information%20Form.dot RM Truck Mixer Information Form]

*[http://ghepg01/forms/CO/RM%20Water%20Calibration.dot RM Water Calibration]

*[http://epg.modot.org/forms/CO/RoCap%20Test%20Form%20-%20Long%20Bolts.dot RoCap Test Form - Long Bolts]

*[http://epg.modot.org/forms/CO/RoCap%20Test%20Form%20-%20Short%20Bolts.dot RoCap Test Form - Short Bolts]

*[http://epg.modot.mo.gov/forms/CO/Semi-annual%20Labor%20Compliance%20Report.dot Semi-annual Labor Compliance Report]

*[http://epg.modot.mo.gov/forms/CO/Semi-Final%20Inspection%20(C-236).dot Semi-Final Inspection (C-236)]

*[http://ghepg01/forms/CO/SiteManager%20New%20Project%20Review.dotx SiteManager New Project Review]

*[http://epg.modot.org/forms/CO/Wage%20Interview%20(Form%20CR-1).dot Wage Interview (Form CR-1)]

*[http://epg.modot.org/forms/CO/Wage%20Interview%20(Form%20CR-1)%20Spanish.dot Wage Interview (Form CR-1) - Spanish]

===Forms for Contractor Use ===
====Construction and Contractor Related====

:*[http://www.modot.org/business/materials/Blank%202AA%20Sheet.pdf 2AA Sheet – Blank]

:*[http://www.modot.org/business/materials/example%202AA%20sheet.pdf 2AA Sheet – Example]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/AffidavitofPrevailingWage.pdf Affidavit for Compliance with Prevailing Wage Law]

:*[http://www.modot.org/business/materials/Project%20Conflict%20Resolution%20Flowchart.pdf Conflict Resolution Flowchart]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/ContractorAffidavit_C-242.pdf Contractor's Affidavit Regarding Settlement of Claims (C-242)]

:*[http://www.modot.org/business/contractor_resources/documents/Contractor_Questionnaire.pdf Contractor Questionnaire] (to bid contracts less than $2,000,000)

:*[[media:101 Contractor Monthly Trainee Report.doc|Contractor's Monthly Trainee Report]]

:*[http://www.modot.org/pdf/business/DBE.pdf DBE Program Submittal]

:*[http://www.modot.org/business/materials/Trainee%20Example%20Letter.pdf Example Letter to Trainee to be used by Contractor]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTContractorInformationalPacket.pdf Lead Abatement MoDOT Contractor Informational Packet]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTFAProjectNotification.pdf Lead Abatement MoDOT FA Project Notification]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTProjectNotification.pdf Lead Abatement MoDOT Project Notification]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTProjectRe-Notification.pdf Lead Abatement MoDOT Project Re-Notification]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementProgramContactInfo.pdf Lead Abatement Program Contact Info]

:*[http://www.modot.org/business/contractor_resources/documents/PCQForm.pdf Prequalification Contractor Questionnaire] (to bid a contract of any size)

:*[http://www.modot.org/business/contractor_resources/documents/RequesttoSubcontract_C-220.pdf Request to Subcontract Work (C-220)]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/AffirmativeActionCertification.pdf Subcontractor Certification Regarding Affirmative Action]

:*[[media:101 Trainee Notification.doc|Trainee Notification]]

:*[[media:C-104.doc|Value Engineering Change Proposal (C-104)]]

:*[http://www.modot.org/business/materials/PreCon%20Flow%20Chart%20-%20Federal.pdf Wage Flowchart for Federal Jobs – Precon]

:*[http://www.modot.org/business/materials/PreCon%20Flow%20Chart%20-%20State.pdf Wage Flowchart for State Jobs – Precon]

:*[http://www.modot.org/business/materials/welder%20qualification%20form.pdf Welder Qualification Form]

:*[http://www.modot.org/business/materials/Waste%20Disposal%20Agreement.pdf Waste Disposal Agreement]

====Materials Related====
:*[http://www.modot.org/business/materials/Aggregate%20Quality%20Control%20Plan.pdf Aggregate Quality Control Plan]

:*[http://www.modot.org/business/materials/asphpayfactor.xls Asphalt Inspectors Worksheets: QA Pay Factor]

:*[http://www.modot.mo.gov/business/materials/AsphPlantInsp.xls Asphalt Inspectors Worksheets: Plant Inspection]

:*[http://www.modot.org/business/contractor_resources/documents/PipeShippingReportForm2.pdf CMP, RCP, Precast Drainage Units and Precast Box Culvert Shipping Report Form]

:*[http://www.modot.mo.gov/business/materials/Concrete%20Mix%20Design%20Submittal%20Form.xls Concrete Mix Design Submittal Form]

:*[http://www.modot.mo.gov/business/materials/Missouri%20CoreLok%20Aggregate%20Workbook.xls CoreLok Aggregate Workbook]

:*[http://www.modot.mo.gov/business/materials/pdf/vol_1/GS013F2.pdf Fabricator’s PAL Receival Form]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/NewProductEvaluationForm.pdf New Product Evaluation Form]

:*[http://www.modot.mo.gov/business/materials/pdf/vol_1/GS013F4.pdf PAL Program Inclusion Certifications and Guarantee Statement]

:*[http://www.modot.mo.gov/business/materials/Producer-Supplier%20List.pdf Producer/Supplier List]

:*[http://www.modot.org/business/contractor_resources/documents/PipeShippingReportForm_Thermoplastic.pdf PVC & HDPE Pipe Shipping Report Form]

:*[[media:101 Request for Transfer of Inpsected Materials.pdf|Request for Transfer of Inspected Materials]]

:*[http://www.modot.mo.gov/business/materials/pdf/vol_1/GS013F3.pdf Shipper’s PAL Transmittal Form]

====Posters, Federal Aid====

Please refer to [http://epg.modot.org/index.php?title=Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#Required_Notices_and_Posters EPG 110.2 Federal-Aid Projects, Required Notices and Posters].

====Posters, State Aid====

Please refer to [http://epg.modot.org/index.php?title=Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#Required_Notices_and_Posters EPG 110.2 Federal-Aid Projects, Required Notices and Posters].

====Utility or Right of Way Related====

:*[http://www.modot.mo.gov/asp/intentToWork.shtml Notice of Intent to Perform Work Process]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/permit_external.pdf Permit for Work on Right of Way]

===Quick Reference Guides (QRGs) [[image:bulldozer.jpg|20px]]===

:* [[media:Adobe Final Plans Stamp.docx|Adobe Final Plans Stamp]]

:* [[media:Change Order Codes.doc|Change Order Codes]]

:* [[media:change order reports 2013.docx|Change Order Reports]]

:* [[media:change orders zero dollar 2013.docx|Change Orders - Zero Dollar]]

:* [[media:Change Orders 2014.docx|Change Orders]]

:* [[media:Change Orders – Mobilization and Contract Bond 2014.docx|Change Orders – Mobilization and Contract Bond]]

:* [[media:Change Orders – Time Adjustment Dec 2013.docx|Change Orders – Time Adjustment]]

:* [[media:Change Orders – Value Engineering Dec 2013.doc|Change Orders – Value Engineering]]

:* [[media:Check for Current Version of SiteManager.doc|Check for Current Version of SiteManager]]

:* [[media:Cognos Access for SM.doc|Cognos Access for SM]]

:* [[media:Concrete Cylinder Sample Sent to Central Lab.doc|Concrete Cylinder Sample Sent to Central Lab]]

:* [[media:concrete mix design creation 2014.doc|Concrete Mix Design Creation]]

:* [[media:Contract Adjustments July 31, 2012.docx|Contract Adjustments]]

:* [[media:Contract Master List Feb 2012.docx|Contract Master List]]

:* [[media:Contract Finalization.doc|Contract Finalization]]

:* [[media:Contractor Pay Estimates 2013.docx|Contractor Pay Estimates]]

:* [[media:Daily Work Reports 2013.docx|Daily Work Reports]]

:* [[media:Diaries.docx|Diaries]]

:* [[media:Digital Signature for Adobe Pro 10 (Contractors) 2013.docx|Digital Signature for Adobe Pro 10 (Contractors)]]

:* [[media:Digital Signature for Adobe Pro 10 (MoDOT).docx|Digital Signature for Adobe Pro 10 (MoDOT)]]

:* [[media:Digital Signature Frequently Asked Questions.doc|Digital Signature Frequently Asked Questions]]

:* [[media:Disposition Remarks for PAL Materials.doc|Disposition Remarks for PAL Materials]]

:* [[media:Equipment Rental Rates from the Blue Book.doc|Equipment Rental Rates from the Blue Book]]
<div id=" Equipment Verification Samples "></div>

:* [[media:Equipment Verification Samples.docx|Equipment Verification Samples]]

:* [[media:Estimate Based Documentation Records.doc|Estimate Based Documentation Records]]

:* [[media:Filtering a SiteManager Pick List.doc|Filtering a SiteManager Pick List]]

:* [[media:Job Order Contracts Oct 22, 2012.docx|Job Order Contracts]]

:* [[media:Key Dates.docx|Key Dates]]

:* [[media:Line Item Adjustments Nov 2012.docx|Line Item Adjustments]]

:* [[media:Milestones.docx|Milestones]]

:* [[media:Moving Files from SharePoint to CIA.docx|Moving Files from SharePoint to CIA]]

:* [[media:PAL Plant Inspection and Record.docx|PAL Plant Inspection and Record]]

:* [[media:SL Reason Codes for Time Extension Change Orders.doc|SL District Reason Codes for Time Extension Change Orders]]

:* [[media:SL Signal Maintenance.docx|SL District Signal Maintenance by Contractor Key Dates]]
<div id=" Sample Record General Information "></div>
:* [[media:Sample Record General 2013.docx|Sample Record General Information]]

:* [[media:Sample Record of DEC Inspection.doc|Sample Record of DEC Inspection]]

:* [[media:Sample Record of Soil Density Inspection.doc|Sample Record of Soil Density Inspection]]

:* [[media:Sample Record of Visual Inspection Nov 2010.doc|Sample Record of Visual Inspection]]

:* [[media:Sampling Checklist.docx|Sampling Checklist]]

:* [[media:Stockpiled Materials 2013.doc|Stockpiled Materials]]

:* [[media:Subcontracts 2014.docx|Subcontracts]]

:* [[media:SuperPave Adjustments.doc|SuperPave Adjustments]]

:* [[media:Terminal Services-Remote Desktop Connection 2013.docx|Terminal Services/Remote Desktop Connection]]

:* [[media:Vendor Master List.doc|Vendor Master List]]

==Design==
{|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="160px" align="right"
|-
|'''Microstation D-Sheets'''
|-
|'''Signing'''
|-
|[[media:D-28.doc|D-28]]
|-
|[[media:D-29.pdf|D-29]]
|-
|[[media:D-30 2011.pdf|D-30]]
|-
|[[media:D-32.pdf|D-32]]
|-
|[[media:D-33.pdf|D-33]]
|-
|[[media:D-34.pdf|D-34]]
|-
|'''Signals'''
|-
|[[media:D-37a 0909.pdf|Form D-37A]]
|-
|[[media:D-37b.pdf|Form D-37B]]
|-
|[[media:D-37c.pdf|Form D-37C]]
|-
|[[media:D-37d.pdf|Form D-37D]]
|-
|[[media:D-38 0909.pdf|Form D-38]]
|-
|[[media:D-38a 0909a.pdf|Form D-38A]]
|-
|[[media:D-38b 0909.pdf|Form D-38B]]
|-
|[[media:D-38c 0909.pdf|Form D-38C]]
|-
|[[media:D-38d 0909.pdf|Form D-38D]]
|-
|[[media:D-38e 0909.pdf|Form D-38E]]
|-
|'''Typical Sections'''
|-
|[[media:D-49.pdf|Typical Section Bicycle Path (D-49)]]
|-
|[[media:231 Interstate Roadway (D-61).pdf|Interstate Roadway (D-61)]]
|-
|[[media:231 4-Lane (Non-Interstate) Major Rural Roadway (D-61).pdf|4-Lane (Non-Interstate) Major Rural Roadway (D-61)]]
|-
|[[media:231 2-Lane Major Rural Roadway - Super Two (D-60).pdf|2-Lane Major Rural Roadway, a "Super 2" (D-60)]]
|-
|[[media:231 Minor Rural Roadway (D-64).pdf|Minor Rural Roadway (D-64)]]
|-
|[[media:231 Diamond-Directional Ramp (Any AADT) (D-50).pdf|Diamond/Directional Ramp, Any ADT (D-50)]]
|-
|[[media:231 Diamond-Directional Ramp (Low AADT) (D-50).pdf|Diamond/Directional Ramp, Low ADT, Low Trucks (D-50)]]
|-
|[[media:231 Multi-Lane Ramp (D-53).pdf|Muti-Lane Ramp (D-53)]]
|-
|[[media:231 Loop Ramp (D-51).pdf|Loop Ramp (D-51)]]
|-
|[[media:231 Local Roadway (D-67).pdf|Local Roadway (D-67)]]
|-
|[[media:231 Low Volume Local Roadway (D-66).pdf|Local Roadway, Low AADT (D-66)]]
|-
|'''Miscellaneous'''
|-
|[[media:D-71.pdf|Widening and Resurfacing (D71)]]
|}
===Bridge===
*[http://epg.modot.mo.gov/forms/DE-Bridge/404%20Permits.dot 404 Permits]

*[[media:BR 105 R.docx|Bridge Survey Report Form]]

*[http://epg.modot.mo.gov/forms/DE-Bridge/Structural%20Rehabilitation%20Checklist.xlt Structural Rehabilitation Checklist (Excel)]

*[http://ghepg01/forms/BR/Vertical%20Clearance%20Design%20Exception%20Coordination%20with%20SDDCTEA%20Form.doc Vertical Clearance Design Exception Coordination with SDDCTEA]

===Checklist===
*[http://epg.modot.mo.gov/forms/DE-Checklist/Design%20Progress%20Check%20List.dot Design Progress Check List]

*[http://epg.modot.mo.gov/forms/DE-Checklist/District%20Final%20Design%20Checklist%20-%20D12.dot District Final Design Checklist - D12]

*[http://epg.modot.mo.gov/forms/DE-Checklist/Preliminary%20Plans%20Check%20List.dot Preliminary Plans Check List]

*[http://epg.modot.mo.gov/forms/DE-Checklist/Right%20of%20Way%20Check%20List.dot Right of Way Check List]

===Computer===
*[http://epg.modot.mo.gov/forms/DE-Computer/Design%20Computer%20Files%20&%20Drawings%20Log%20Sheet%20-%20D-97.dot Design Computer Files & Drawings Log Sheet - D-97]

*[http://epg.modot.mo.gov/forms/DE-Computer/MicroStation%20Computer%20Drawings%20Log%20Sheet%20-%20D96.dot MicroStation Computer Drawings Log Sheet - D96]

===Contracts===
*[http://epg.modot.mo.gov/forms/DE-Contracts/Award.dot Award]

*[http://www.modot.org/business/standards_and_specs/documents/ComputerDeliverableContractPlans.pdf Computer Deliverable Contract Plans 2005]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot Consultant Services Contract - State Funded (MoDOT Users)]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot De1]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot DE11]

*[http://epg.modot.mo.gov/forms/DE-Contracts/Sample%20Scope%20of%20Services%20-%20Location%20and%20Environment.dot Sample Scope of Services - Location and Environment]

*[http://epg.modot.mo.gov/forms/DE-Contracts/Sample%20Scope%20of%20Services%20Design.dot Sample Scope of Services Design]

===Design Forms===
*[http://epg.modot.mo.gov/forms/DE-DEForms/3R%20CONCEPTUAL%20STUDY%20REPORT.dot 3R Conceptual Study Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/4R%20PAVEMENT%20REHABILITATION%20ANALYSIS%20DATA%20AND%20CONCEPTUAL%20STUDY%20REPORT.dot 4R Pavement Rehabilitation Analysis Data and Conceptual Study Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Aerial%20Mosiac%20Submittal%20for%20Recon%20Study.dot Aerial Mosiac Submittal for Recon Study]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Commission%20Backup%20Form%20Blank.dot Commission Backup Form Blank]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Commission%20Backup%20Form%20Instructions.dot Commission Backup Form Instructions]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Conceptual%20Study%20Report.dot Conceptual Study Report]

*[http://epg.modot.org/forms/DE-DEForms/Consultant%20Rating%20Form.dot Consultant Rating Form]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Cultural%20Resource%20Assessment%20Letter.dot Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/D-28%20Sign%20Design%20Order%20Form.dot D-28 Sign Design Order Form]

*[[media:131.4 Design Exception Info 2013.doc|Design Exception Information]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Equipment%20and%20Materials%20List.dot Equipment and Materials List]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Highway%20Lighting%20Warrants%20D21.dot Highway Lighting Warrants D21]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Inquiry%20Report.dot Inquiry Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Job%20Special%20Provisions%20Stylesheet.dot Job Special Provisions Stylesheet]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Location%20Study%20Report.dot Location Study Report]

* [[media:M-40 2013.docx|M-40 Request for Drilling Services]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Pavement%20Distress%20Log%20Form%20-%20Asphalt%20-%2011x17.dot Pavement Distress Log Form - Asphalt - 11x17]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Pavement%20Distress%20Log%20Form%20-%20Concrete%2011x17.dot Pavement Distress Log Form - Concrete 11x17]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Pavement%20Repair%20Log.dot Pavement Repair Log]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Preliminary%20Plans%20Proposal%20Review.dot Preliminary Plans Proposal Review]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Preliminary%20Signal%20Plan%20Submittal.dot Preliminary Signal Plan Submittal]

*[http://epg.modot.mo.gov/forms/DE-DEForms/PROJECT%20ASSIGNMENTS%20AND%20COMPLETION%20DATES.dot Project Assignments and Completion Dates]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Project%20Data%20for%20BAMS.dot Project Data for BAMS]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Project%20Initialization%20Estimate%20Form.dot Project Initialization Estimate Form]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Submittal%20to%20Professional%20Services%20Committee.dot Submittal to Professional Services Committee]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Suggested%20Revision%20to%20a%20CADD%20Standard.dot Suggested Revision to a CADD Standard]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Test-Cultural%20Resource%20Assessment%20Letter.dot Test-Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Traffic%20Signal%20Warrants,%20Form%20D22.dot Traffic Signal Warrants, Form D22]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Utility%20Print%20Submittal%20Letter.dot Utility Print Submittal Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Utility%20Print%20Submittal%20letter_Revised%20Plans.dot Utility Print Submittal letter_Revised Plans]

*[http://epg.modot.mo.gov/forms/DE-DEForms/WORK%20DAY%20STUDY%20-%20124.dot Work Day Study - 124]

===[http://epg.modot.org/index.php?title=Category:134_Engineering_Professional_Services#134.1.3_Consultant_Qualification Engineering Professional Services]===

===Environmental and Cultural===
*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20Form.dot Categorical Exclusion Form]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20For%20Hardships%20Determined.dot Categorical Exclusion Determination for Hardships]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20Form.dot Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Cultural%20Resource%20Structure%20Log.dot Cultural Resource Structure Log]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/DNR%20Land%20Survey%20Request.dot DNR Land Survey Request]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Farmland%20Conversion%20IMpact%20Rating%20(Site).dot Farmland Conversion Impact Rating (Corridor)]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Farmland%20Conversion%20Impact%20Rating%20(Corridor).dot Farmland Conversion Impact Rating (Site)]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Fig%202-06-9,%20Farmland%20Conversion%20Impact%20Rating.dot Fig 2-06-9, Farmland Conversion Impact Rating]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Initial%20Site%20Assessment%20Form.dot Initial Site Assessment Form]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Request%20for%20Environmental%20Studies.dot Request for Environmental Studies]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/RES%20Instruction%20sheet.doc RES Instruction sheet]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/STRUCT.dot STRUCT]

===Hearings===
*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot Generic Meeting Sign-Up Sheet]

*[http://epg.modot.mo.gov/forms/DE-Hearings/Notice%20of%20Formal%20Public%20Hearing.dot Notice of Formal Public Hearing]

*[http://epg.modot.mo.gov/forms/DE-Hearings/Open-House%20Public%20Hearing.dot Open-House Public Hearing]

*[http://epg.modot.mo.gov/forms/DE-Hearings/Public%20Hearing%20Statement%20Form.dot Public Hearing Statement Form]

===Materials===
*[http://epg.modot.mo.gov/forms/DE-Materials/Hazardous%20Waste%20Removal%20Bid%20Information.dot Hazardous Waste Removal Bid Information]

*[http://epg.modot.mo.gov/forms/DE-Materials/Itemized%20Proposal%20-%20Demolition,%20Asbestos,%20UST%20Removal.dot Itemized Proposal - Demolition, Asbestos, UST Removal]

*[http://epg.modot.mo.gov/forms/DE-Materials/Materials%20Suppliers,%20Source%20and%20Location.dot Materials Suppliers, Source and Location]

*[http://epg.modot.mo.gov/forms/DE-Materials/Request%20for%20Asphalt%20Cement%20%25%20Grade.dot Request for Asphalt Cement % Grade]

*[http://epg.modot.mo.gov/forms/DE-Materials/Soil%20Info%20Request.dot Soil Info Request]

*[http://epg.modot.mo.gov/forms/DE-Materials/Soil%20Survey%20Request.dot Soil Survey Request]

===Photo===
*[http://epg.modot.mo.gov/forms/DE-Photo/Aerial%20Photography%20Requisition.dot Aerial Photography Requisition]

*[http://epg.modot.mo.gov/forms/DE-Photo/Microfilm-Print%20Billing%20Form.dot Microfilm-Print Billing Form]

*[http://epg.modot.mo.gov/forms/DE-Photo/Prints%20of%20Previous%20Photography%20Requistion.dot Prints of Previous Photography Requistion]

*[http://epg.modot.mo.gov/forms/DE-Photo/Request%20for%20Color%20Copies.dot Request for addition to flight program]

*[http://epg.modot.mo.gov/forms/DE-Photo/Request%20for%20addition%20to%20flight%20program.dot Request for Color Copies]

===Planning===
*[http://epg.modot.mo.gov/forms/DE-Planning/ARAN%20Report%20Request.dot ARAN Report Request]

*[http://epg.modot.mo.gov/forms/DE-Planning/Conceptual%20Study%20Traffic%20Count%20Request.dot Conceptual Study Traffic Count Request]

*[http://epg.modot.mo.gov/forms/DE-Planning/Fis%20Formc.dot Fis Formc]

*[http://epg.modot.mo.gov/forms/DE-Planning/Turning%20Movement%20Traffic%20Count%20Request.dot Turning Movement Traffic Count Request]

===Right of Way===
*[http://epg.modot.org/forms/DE-ROW/Certification%20of%20Right%20of%20Way%20Plans%20for%20Condemnation%20Letter.dot Certification of Right of Way Plans for Condemnation Letter]

*[http://epg.modot.mo.gov/forms/DE-ROW/Forthcoming%20RW%20Plan%20changes.dot Forthcoming RW Plan Changes]

*[http://epg.modot.mo.gov/forms/DE-ROW/Preliminary%20Right%20of%20Way%20Estimate.dot Preliminary Right of Way Estimate]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Approval%20(Amended_Plans)%20Condemnation%20Required.dot Right of Way Approval (Amended Plans) Condemnation Required]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Plans%20Reviewed.dot Right of Way Plans Reviewed]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Plans%20to%20Dist%20RW%20Agent.dot Right of Way Plans to Dist RW Agent]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Change%20Information%20for%20Microfilming.dot RW Change Information for Microfilming]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Plans%20-%20Commission%20Certification%20(Amended).dot RW Plans - Commission Certification (Amended)]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Plans%20-%20Commission%20Certification.dot RW Plans - Commission Certification]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Plans%20Approval%20-%20Letter%20of%20Certification.dot RW Plans Approval - Letter of Certification]

===Scoping===
*[http://epg.modot.mo.gov/forms/DE-Scoping/Bridge%20Checklist.dot Bridge Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Construction%20and%20Materials%20Checklist.dot Construction and Materials Checklist]

*[[media:104.6 Design Checklist Apr 26, 2012.doc|Design Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Draft%20Project%20Scoping%20Memorandum.dot Draft Project Scoping Memorandum]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Environmental%20Checklist.dot Environmental Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/FHWA%20Checklist.dot FHWA Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Maintenance%20Checklist.dot Maintenance Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Major%20Project%20Scope%20or%20Estimate%20Change.dot Major Project Scope or Estimate Change]
[[image:101 survey.jpg|right|150px]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Non-Major%20Project%20Scope%20or%20Estimate%20Change.dot Non-Major Project Scope or Estimate Change]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Planning%20Checklist.dot Planning Checklist]

*[[media:104.6 Design Liaison Checklist.doc|Design Liaison Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Project%20Estimate%20Quality%20Assurance%20Report.dot Project Estimate Quality Assurance Report]

*[[media:104.6 Project Scoping Checklist Apr 26, 2012.doc|Project Scoping Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Project%20Scoping%20Memorandum.dot Project Scoping Memorandum]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Public%20Information%20and%20Outreach%20Checklist.dot Public Information and Outreach Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Railroad%20Checklist.dot Railroad Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Right%20of%20Way%20Checklist.dot Right of Way Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Traffic%20Checklist.dot Traffic Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Utilities%20Checklist.dot Utilities Checklist]

===Survey===
*[http://epg.modot.mo.gov/forms/DE-Survey/Center%20Line%20Staking%20-%20Letter%20to%20Property%20Owner.dot Center Line Staking - Letter to Property Owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Center%20Line%20Staking.dot Center Line Staking]

*[http://epg.modot.mo.gov/forms/DE-Survey/Permanent%20RW%20Marker%20Setting%20-%20letter%20to%20property%20owner.dot Permanent RW Marker Setting - letter to property owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Permanent%20RW%20Marker%20Settings.dot Permanent RW Marker Settings]

*[[media:238.2.18.2 Plat Review Checklist.pdf|Form 238.2.18.2 Plat Review Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Survey/Preliminary%20Surveying%20-%20letter%20to%20property%20owner%201.dot Preliminary Surveying - letter to property owner 1]

*[http://epg.modot.mo.gov/forms/DE-Survey/Preliminary%20Surveying%20-%20letter%20to%20property%20owner.dot Preliminary Surveying - letter to property owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Preliminary%20Surveying.dot Preliminary Surveying]

*[[media:238.2.17 Professional Land Surveyor 2013.doc|Professional Land Surveyor Description Review Form]]

*[http://epg.modot.mo.gov/forms/DE-Survey/RW%20Marker%20Setting.dot RW Marker Setting]

*[http://epg.modot.mo.gov/forms/DE-Survey/Survey%20Request%20Form.dot Survey Request Form]

==Maintenance==
*[[media:101 Maintenance - Deer Death Report Form and Map.xls|Deer Death Report Form and Map (Excel)]]

===Chip Seal Forms===
*[http://wwwi/maintenance/Forms/App%20Adjust%20Form.pdf Application Adjustment Factor Form]
*[http://wwwi/maintenance/Forms/Traffic%20Eval%20Factor.pdf Traffic Evaluation Factor (TEF) for Asphalt Application Adjustment]

===Bridge Maintenance===
*[[media:101 Maintenance - blankinspreport.pdf|Blank Inspection Report]]
*[[media:101 Maintenance - bridgemaintenancerepairreport.xls|Bridge Maintenance Repair Report (Excel)]]
*[http://ghepg01/forms/BR/774_Cathodic_System_Evaluation.dotx Cathodic System Evaluation]
*[[media:101 Maintenance - CIF - Written form.dot|CIF (Critical Inspection Finding)]]
*[[media:101 Maintenance - Follow-up Action Required-Written form.doc|FAR (Follow-Up Action Required)]]
*[[media:101 Maintenance - maintmatlusage.xls|Maintenance Material Usage (Excel)]]
*[[media:101 Maintenance - Maintenance Recommendation Report.pdf|Maintenance Recommendation Report]]
*[[media:101 Maintenance - paintdatareportformblank.xls|Paint Data Report (Excel)]]
*[[media:101 Maintenance - Photo Log.xls|Photo Log Sheet (Excel)]]

===Snow & Ice Control===
*[[media:101 Maintenance - Snow and Ice Control Equipment Inventory.xls|Snow and Ice Control Equipment Inventory (Excel)]]
*[[media:101 Maintenance - Chemical Requirements.xls|Chemical Requirements (Excel)]]
*[[media:101 Maintenance - Salt Storage.xls|Salt Storage (Excel)]]

===Rest Areas===
*[[media:101 Maintenance - Rest Area Truck Parking.xls|Rest Area Truck Parking (Excel)]]
*[[media:101 Maintenance - REST AREA inspection_2005.doc|Rest Area Inspection]]

===Commuter Lots===
*[[media:101 Maintenance - Commuter Lot Inspection Form.xls|Commuter Lot Inspection (Excel)]]
*[[media:101 Maintenance - Commuter Lot Survey.pdf|Commuter Lot Survey]]

===Disasters===
*[[media:101 Maintenance - DDIR.xls|Detailed Damage Inspection Report (Excel)]]
*[[media:101 Maintenance - Non Federal Aid Route DDIR.xls|FEMA Detailed Damage Inspection Report (Excel)]]

===Performance Indicators===

===Pavement Management===

==Motor Carrier Services==
*[http://epg.modot.mo.gov/forms/MCS/Accounting%20Payment%20Error%20Notice.dot Accounting Payment Error Notice]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Altered%20Temporary.dot IRP Altered Temporary]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Outstanding%20Temporaries.dot IRP Outstanding Temporaries]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Surrendering%20Plates.dot IRP Surrendering Plates]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Suspension.dot IRP Suspension]

*[http://epg.modot.mo.gov/forms/MCS/IRP-IFTA%20Reject%20Letters.dot IRP-IFTA Reject Letters]

*[http://epg.modot.mo.gov/forms/MCS/MCS%20MoDOT%20Letterhead.dot MCS MoDOT Letterhead]

==Planning==
*[http://epg.modot.mo.gov/forms/MCS/MCS%20MoDOT%20Letterhead.dot MTFC Letterhead]

==Resource Management==
*[[media:235 Agreements Checklist.doc|Agreements Checklist]]

==Right of Way==
*[http://epg.modot.mo.gov/forms/RW/RW%20Mortgage%20Analyzer.xlt RW Mortgage Analyzer (Excel)]
===General Information===
===Right of Way Organization and Personnel===
===Administration===

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Acquisition%20Complete%20Cost%20Estimate%20Worksheet_Form%203-3_3B.dot Acquisition Complete Cost Estimate Worksheet_(Form 3-3_3B)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Categorical%20Exclusion%20Review_Form%203-1_2.dot Categorical Exclusion Review_(Form 3-1_2)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Request%20for%20Acquisition%20Authority_Form%203-6_10A.dot Request for Acquisition Authority_(Form 3-6_10A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_1A%20.dot Request for Federal Funding_Limited Acquisition Authority_(Form 3-4_1A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_1B.dot Request for Limited Acquisition Authority_(Form 3-4_1B)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_2A.dot Request for Federal Funding_(Form 3-4_2A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Right%20of%20Way%20Cost%20Estimate%20Worksheet_Form%203-3_3A.dot Right of Way Cost Estimate Worksheet_(Form 3-3_3A)]

*[http://ghepg01/forms/RW/Chapter%203_Administration/Right%20of%20Way%20Cost%20Estimate_Form%203-3_3C.dotx Right of Way Cost Estimate_(Form 3-3_3C)]

*[http://ghepg01/forms/RW/Chapter%203_Administration/Form%203-4_1C.dot Safe and Sound Acquisition Authority Date (Form 3-4.1C)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Supplemental%20Page_Form%203-3_3A.dot Supplemental Page_(Form 3-3_3A)]

===Description Writing and Titles===

*[http://epg.modot.mo.gov/forms/RW/Chapter%204_Description%20Writing%20&%20Titles/Affidavit%20of%20Scriveners%20Error%20Form%204_6_4a.dot Affidavit of Scrivener's Error (Form 4-6.4a)]

===Property Management===

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/ Internet Posting Request]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Property%20Inventory%20Record.dot Property Inventory Record]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Property%20Inventory%20Record%20Instructions.dot Property Inventory Record Instructions]

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/Real%20Estate%20Risk%20Assessment%20Form.pdf Real Estate Risk Assessment Form]

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/Realty%20Asset%20Sale%20Legal%20Opinion%20Memo.pdf Realty Asset Sale Legal Opinion Memo]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Form%20236.5.19a.dot Request for Excess Parcel Survey (Form 236.5.19a)]

===Appraisal and Appraisal Review===
===Negotiation===
===Relocation Assistance Program===

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Advance%20Increased%20Interest%20Payment%20Agreement.dot Advance Increased Interest Payment Agreement (Form 236.8.11.4(d)(2))]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Advance%20Replacement%20Housing%20and%20Increased%20Interest%20Pmt%20Agreement.dot Advance Replacement Housing and Increased Interest Payment Agreement (Form 236.8.11.4(d)(1))]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Condemnation%20Agreement%20Residential%20Property.dot Condemnation Agreement Residential Property (Form 236.8.9.3(e)(1))]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Form%20236.8.6.4.dot Relocation Report (Form 236.8.6.4)]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Form%20236_8_5_2.dot Relocatee Needs Questionnaire]

===Asbestos Abatement-Removal of Building Improvement===
===Right Of Way Condemnation===
===Mediation===
===Quality Assurance Reviews===
===Designing Right of Way Plans===
===Change in Route Status Report===
===Requests from Cities for Annexations===
===Outdoor Advertising===

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ADMREVREQUEST.dot Administrative Review Request]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ADV%20PROFILE%20REPORT1.DOT ADV Profile Report]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/Application%20for%20Outdoor%20Advertising%20Vegetation%20Permit.pdf Application for Outdoor Advertising Vegetation Permit]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ILLEGAL%20COURTESY%20LTR2.DOT Courtesy Letter ("cannot be permitted")]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ILLEGAL%20COURTESY%20LTR1.DOT Courtesy Letter ("possibly permitted")]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/CUTOUT%20EXTENSION.dot Cutout or Extension]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/NEW%20PERMIT.pdf New Permit]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/NEW%20ROUTE.pdf New Route]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTE%20OF%20WITHDRAWAL.pdf Notice of Withdrawal (OAN-15)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/noticepropowner.dot Notice to Property Owner]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTETOREMOVE3.dot Notice to Remove (NTR)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTICESIGNOWNR.dot Notice to Sign Owner]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTETOTERMNATE.dot Notice to Terminate (NTT)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTETOVOID.dot Notice to Void (Release of Permit)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ODAPERMIT.dot Outdoor Advertising Permit]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/Outdoor%20Advertising%20Permit%20Application.pdf Outdoor Advertising Permit Application]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/BIENNIALPERMITCOVER.dot Outdoor Advertising Permit Cover Letter]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/PERMIT%20TRANSFER%20APPLICATION.pdf Permit Transfer Application]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/Unzoned%20Qualifying%20Business%20Checklist.dot Qualifying Business Checklist]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/RELEASELETTER.dot Release Letter]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/REJECTAPPCOVER.dot Rejection Letter for Outdoor Advertising Permit Application]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/scanning%20procedure.doc Scanning Procedures]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/SIGN%20STATUS.pdf Sign Status]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/Vegetation_Cost_Letter.dot Vegetation Cost Letter]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/REJECTVEG.dot Vegetation Rejection letter]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/VoidCover.dot Void Cover Letter]

===Junkyards===

* [http://ghepg01/forms/RW/Chapter%2017_Junkyards/Application%20for%20License%20to%20Maintain%20A%20Junkyard.pdf Application for License to Maintain a Junkyard]

===Local Public Agency Land Acquisition===

Category:101 Standard Forms

2014-03-03T18:49:47Z

Struej1: /* Bridge */

Category:101 Standard Forms

2014-03-03T18:38:32Z

Struej1: /* Bridge */

[[Image:101.jpg|520px|right]]
== ==
Standard forms organized by functional unit are accessible from this page. '''The files accessible by the links below are identical to those accessed through Word, Excel or other software application by MoDOT employees.''' Many of these file links are also contained in Engineering Policy Guide articles that refer to the forms.

==Bridge==
*[http://epg.modot.mo.gov/forms/BR/Bridge%20Division%20Memo.dot Bridge Division Memo]

*[http://epg.modot.mo.gov/forms/BR/Bridge%20Survey%20Memo.dot Bridge Survey Memo]

*[http://ghepg01/forms/BR/Bridge%20Hydraulics%20Report.dot Bridge Hydraulics Report]

*[http://epg.modot.mo.gov/forms/BR/Change%20Order.dot Change Order]

*[http://epg.modot.mo.gov/forms/BR/Constructability%20Questionnaire.dot Constructability Questioinnaire]

*[[media:Culvert Hydraulics Report.docx|Culvert Hydraulics Report]]
[[image:101 Bridge.jpg|right|150px]]

*[[media:131.4 Design Exception Info 2013.doc|Design Exception Information]]

*[http://epg.modot.mo.gov/forms/BR/Design%20Except%20to%20District.dot Design Except to District]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Box).dot Design Layout (Box)]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Grade).dot Design Layout (Grade)]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Stream).dot Design Layout (Stream)]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Wall).dot Design Layout (Wall)]
<div id="Floodplain Development Permit/Application"></div>

*[[media:101 Floodplain Development Permit Application.docx|Floodplain Development Permit/Application]]

*[http://epg.modot.mo.gov/forms/BR/FloodplainDevelopmentPermit.ToDistrict.CoverLetter.dot Floodplain Development Permit To District Cover Letter]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20District.dot Layout to District]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20FHWA.dotx Layout to FHWA]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20Railroad.dot Layout to Railroad]

*[http://ghepg01/forms/BR/M-40a%20Request%20for%20Final%20Soundings%20of%20Structures.dot M-40a Sounding Request for Final Soundings of Structures]

*[http://epg.modot.mo.gov/files/0/01/M-40b_Sounding_Layout.doc M-40b Sounding Layout]

*[http://epg.modot.mo.gov/forms/BR/Memo%20to%20Design,%20no%20Permit%20Required.dot Memo to Design, no Permit Required]

*[http://epg.modot.mo.gov/forms/BR/Memo%20to%20Design,%20Permit%20Required.dot Memo to Design, Permit Required]

*[http://epg.modot.mo.gov/forms/BR/Memo%20to%20District.dot Memo to District]

*[http://epg.modot.mo.gov/forms/BR/Missouri-Illinois%20Border%20Bridge%20Clearinghouse%20Form.dot Missouri-Illinois Border Bridge Clearinghouse Form]

*[http://epg.modot.mo.gov/forms/BR/No-Rise%20Certificate.dot No-Rise Certificate.dot]

*[http://epg.modot.mo.gov/forms/BR/Request%20For%20Soil%20Properties.dot Request For Soil Properties]

*[http://epg.modot.mo.gov/forms/BR/Telefax.dot Telefax]

*[http://epg.modot.mo.gov/forms/BR/Transmittal%20Letter.dot Transmittal Letter]

*[http://ghepg01/forms/BR/Vertical%20Clearance%20Design%20Exception%20Coordination%20with%20SDDCTEA%20Form.doc Vertical Clearance Design Exception Coordination with SDDCTEA]

==Construction and Materials==
*[http://epg.modot.mo.gov/forms/CO/30%20Day%20Reminder%20Final%20Invoice%20Letter.dot 30 Day Reminder Final Invoice Letter]

*[http://epg.modot.mo.gov/forms/CO/3-Year%20Graduate%20Engr%20Training%20Checklist.dot 3-Year Graduate Engr Training Checklist]

*[http://epg.modot.mo.gov/forms/CO/60%20Day%20Final%20Acceptance%20Letter.dot 60 Day Final Acceptance Letter]

*[http://ghepg01/forms/CO/As%20Built%20Plans%20Checklist%20-%20SL%20District.dot As Built Plans Checklist - SL District]

*[http://epg.modot.mo.gov/forms/CO/Asbestos%20Survey%20Report%20-%20All%20Materials%20(Form%20T748).dot Asbestos Survey Report - All Materials (Form T748)]
[[image:101CM.jpg|right|150px]]

*[http://epg.modot.mo.gov/forms/CO/Asbestos%20Survey%20Report%20-%20All%20Suspect%20ACM%20%20(Form%20T746).dot Asbestos Survey Report - All Suspect ACM (Form T746)]

*[http://epg.modot.mo.gov/forms/CO/Asbestos%20Survey%20Report%20-%20Nonfriable%20ACM%20(Form%20T747).dot Asbestos Survey Report - Nonfriable ACM (Form T747)]

*[http://epg.modot.mo.gov/forms/CO/Asphalt%20Roadway%20Report.dot Asphalt Roadway Report]

*[http://ghepg01/forms/CO/Bridge%20Clearance%20Report%20(C-239A).dotx Bridge Clearance Report (C-239A)]

*[http://epg.modot.mo.gov/forms/CO/Bridge%20Fabrication%20Report.dot Bridge Fabrication Report]

*[http://epg.modot.mo.gov/forms/CO/Concrete%20Roadway%20Report.dot Concrete Roadway Report]

*[http://ghepg01/forms/CO/Contingent%20Item%20Price%20Check.dotx Contingent Item Price Check]

*[http://epg.modot.mo.gov/forms/CO/Contractor%20Performance%20Evaluation%20Letter.dot Contractor Performance Evaluation Letter]

*[http://epg.modot.mo.gov/forms/CO/Contractor%20Performance%20Evaluation%20Signature%20Page.dot Contractor Performance Evaluation Signature Page]

*[http://epg.modot.mo.gov/forms/CO/Daily%20Utility%20Report%20(C-9).dot Daily Utility Report (C-9).dot]

*[http://epg.modot.mo.gov/forms/CO/Documentation%20Record.dot Documentation Record]

*[http://ghepg01/forms/CO/EEO%20Checklist.dot EEO Checklist]

*[http://modot.mo.gov/business/materials/Electronic%20Documentation%20Choice%20Request%20Form.pdf Electronic Documentation Choice Request]

*[http://epg.modot.mo.gov/forms/CO/Erosion%20Control%20Product%20Questionnaire.dot Erosion Control Product Questionnaire]

*[http://epg.modot.mo.gov/forms/CO/Estimate%20Cover%20Letter.dot Estimate Cover Letter]

*[http://epg.modot.mo.gov/forms/CO/Fax%20Cover.dot Fax Cover.dot]

*[http://ghepg01/forms/CO/Fence%20Removal%20Notice.dot Fence Removal Notice]

*[http://epg.modot.mo.gov/forms/CO/Final%20Acceptance%20-%20Off%20System.dot Final Acceptance - Off System.dot]

*[http://epg.modot.mo.gov/forms/CO/Final%20Acceptance%20(C-239).dot Final Acceptance (C-239)]

*[http://ghepg01/forms/CO/Final%20Acceptance%20Checklist.dotx Final Acceptance Checklist]

*[http://epg.modot.org/forms/CO/Final%20Plans%20Certification.dot Final Plans Certification]

*[http://epg.modot.mo.gov/forms/CO/Final%20Plans%20Checklist.dot Final Plans Checklist]

*[http://epg.modot.mo.gov/forms/CO/Final%20Utility%20Report%20(C-13).dot Final Utility Report (C-13)]

*[[media:137 Force Account Worksheet (one day).xls|Force Account Worksheet (one day)]]

*[[media:137 Force Account Worksheet (multiple days) Jan 2010.xls|Force Account Worksheet (multiple days)]]

*[http://epg.modot.mo.gov/forms/CO/Inspectors%20Pay%20Qty%20Report%20(IPQR).dot Inspectors Pay Qty Report (IPQR)]

*[http://epg.modot.mo.gov/forms/CO/Internal%20MoDOT%20Product%20Form.dot Internal MoDOT Product Form]

*[http://ghepg01/forms/CO/Land%20Disturbance%20Inspection%20Record%20-%20Electronic%20Version.dotx Land Disturbance Inspection Record (Electronic Version)]

*[http://ghepg01/forms/CO/Land%20Disturbance%20Inspection%20Record%20-%20Print%20and%20Fill%20Version.dotx Land Disturbance Inspection Record (Print and Fill Version)]

*[http://ghepg01/forms/CO/Land%20Disturbance%20Inspection%20Record%20Summary.dotx Land Disturbance Inspection Record Summary]

*[http://epg.modot.mo.gov/forms/CO/Milestone%20Worksheet.dot Milestone Worksheet]

*[http://epg.modot.mo.gov/forms/CO/Mobile%20Mixer%20Verification%20Sheet.dot Mobile Mixer Verification Sheet]

*[http://epg.modot.mo.gov/forms/CO/MoDOT%20Quick%20Estimate%20Summary%20Request.dot MoDOT Quick Estimate Summary Request]

*[http://epg.modot.mo.gov/forms/CO/Nuclear%20Density%20(C-709ND).dot Nuclear Density (C-709ND)]

*[http://epg.modot.mo.gov/forms/CO/Nuclear%20Density%20of%20Plastic%20Portland%20Cement%20Concrete%20(C-710ND).dot Nuclear Density of Plastic Portland Cement Concrete (C-710ND)]

*[http://epg.modot.mo.gov/forms/CO/OJT-4%20Trainee%20Contact.dot OJT-4 Trainee Contact]

*[http://epg.modot.mo.gov/forms/CO/OJT-5%20Discrimination%20Complaint.dot OJT-5 Discrimination Complaint]

*[http://epg.modot.mo.gov/forms/CO/OJT-6%20Final%20Summary.dot OJT-6 Final Summary]

*[http://epg.modot.mo.gov/forms/CO/Order%20Record.dot Order Record (C-259)]

*[http://epg.modot.mo.gov/forms/CO/Overdimension%20Restrict.dot Overdimension Restrict]

*[[media:101 Pavement Type Selection Submittal.docx|Pavement Type Selection Submittal Information (PTS Submittal Form)]]

*[http://epg.modot.mo.gov/forms/CO/Pile%20Driving%20Data.dot Pile Driving Data]

*[http://epg.modot.mo.gov/forms/CO/Pore%20Pressure%20Report%20-%20Type%20A.dot Pore Pressure Report - Type A]

*[http://epg.modot.mo.gov/forms/CO/Pore%20Pressure%20Report%20-%20Type%20B.dot Pore Pressure Report - Type B]
<div id="PreCon Letter - Federal No Trainees"></div>

*[[media:101 Precon letter, federal no trainees 100th.docx|PreCon Letter - Federal No Trainees]]

*[[media:101 Precon letter, federal 100th.docx| PreCon Letter - Federal]]

*[[media:101 Precon letter, state 100th.docx|PreCon Letter - State]]

*[http://ghepg01/forms/CO/Prestress%20Deficiency%20Report%20(1029-01).dotx Prestress Deficiency Report (1029-01)]

*[http://epg.modot.mo.gov/forms/CO/Profilograph%20Report.dot Profilograph Report]

*[http://epg.modot.org/forms/CO/Railroad%20Crossing%20Inspection.dot Railroad Crossing Inspection]

*[http://epg.modot.mo.gov/forms/CO/RE%20Letterhead.dot RE Letterhead]

*[http://ghepg01/forms/CO/RM%20Aggregate%20Scale%20Calibration-200.dot RM Aggregate Scale Calibration - 200]

*[http://ghepg01/forms/CO/RM%20Aggregate%20Scale%20Calibration-300.dot RM Aggregate Scale Calibration - 300]

*[http://ghepg01/forms/CO/RM%20Aggregate%20Scale%20Calibration-350.dot RM Aggregate Scale Calibration - 350]

*[http://ghepg01/forms/CO/RM%20Air%20Dispenser%20Calibration.dot RM Air Dispenser Calibration]

*[http://ghepg01/forms/CO/RM%20Cement%20Scale%20Calibration-150.dot RM Cement Scale Calibration - 150]

*[http://ghepg01/forms/CO/RM%20Cement%20Scale%20Calibration-175.dot RM Cement Scale Calibration - 175]

*[http://ghepg01/forms/CO/RM%20Cement%20Scale%20Calibration-200.dot RM Cement Scale Calibration - 200]

*[http://ghepg01/forms/CO/RM%20Concrete%20Systems%20Form.dot RM Concrete Systems Form]

*[http://ghepg01/forms/CO/RM%20Equipment%20Calibrated%20and%20Verified%20Form.dot RM Equipment Calibrated and Verified Form]

*[http://ghepg01/forms/CO/RM%20Truck%20Mixer%20Information%20Form.dot RM Truck Mixer Information Form]

*[http://ghepg01/forms/CO/RM%20Water%20Calibration.dot RM Water Calibration]

*[http://epg.modot.org/forms/CO/RoCap%20Test%20Form%20-%20Long%20Bolts.dot RoCap Test Form - Long Bolts]

*[http://epg.modot.org/forms/CO/RoCap%20Test%20Form%20-%20Short%20Bolts.dot RoCap Test Form - Short Bolts]

*[http://epg.modot.mo.gov/forms/CO/Semi-annual%20Labor%20Compliance%20Report.dot Semi-annual Labor Compliance Report]

*[http://epg.modot.mo.gov/forms/CO/Semi-Final%20Inspection%20(C-236).dot Semi-Final Inspection (C-236)]

*[http://ghepg01/forms/CO/SiteManager%20New%20Project%20Review.dotx SiteManager New Project Review]

*[http://epg.modot.org/forms/CO/Wage%20Interview%20(Form%20CR-1).dot Wage Interview (Form CR-1)]

*[http://epg.modot.org/forms/CO/Wage%20Interview%20(Form%20CR-1)%20Spanish.dot Wage Interview (Form CR-1) - Spanish]

===Forms for Contractor Use ===
====Construction and Contractor Related====

:*[http://www.modot.org/business/materials/Blank%202AA%20Sheet.pdf 2AA Sheet – Blank]

:*[http://www.modot.org/business/materials/example%202AA%20sheet.pdf 2AA Sheet – Example]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/AffidavitofPrevailingWage.pdf Affidavit for Compliance with Prevailing Wage Law]

:*[http://www.modot.org/business/materials/Project%20Conflict%20Resolution%20Flowchart.pdf Conflict Resolution Flowchart]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/ContractorAffidavit_C-242.pdf Contractor's Affidavit Regarding Settlement of Claims (C-242)]

:*[http://www.modot.org/business/contractor_resources/documents/Contractor_Questionnaire.pdf Contractor Questionnaire] (to bid contracts less than $2,000,000)

:*[[media:101 Contractor Monthly Trainee Report.doc|Contractor's Monthly Trainee Report]]

:*[http://www.modot.org/pdf/business/DBE.pdf DBE Program Submittal]

:*[http://www.modot.org/business/materials/Trainee%20Example%20Letter.pdf Example Letter to Trainee to be used by Contractor]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTContractorInformationalPacket.pdf Lead Abatement MoDOT Contractor Informational Packet]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTFAProjectNotification.pdf Lead Abatement MoDOT FA Project Notification]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTProjectNotification.pdf Lead Abatement MoDOT Project Notification]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTProjectRe-Notification.pdf Lead Abatement MoDOT Project Re-Notification]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementProgramContactInfo.pdf Lead Abatement Program Contact Info]

:*[http://www.modot.org/business/contractor_resources/documents/PCQForm.pdf Prequalification Contractor Questionnaire] (to bid a contract of any size)

:*[http://www.modot.org/business/contractor_resources/documents/RequesttoSubcontract_C-220.pdf Request to Subcontract Work (C-220)]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/AffirmativeActionCertification.pdf Subcontractor Certification Regarding Affirmative Action]

:*[[media:101 Trainee Notification.doc|Trainee Notification]]

:*[[media:C-104.doc|Value Engineering Change Proposal (C-104)]]

:*[http://www.modot.org/business/materials/PreCon%20Flow%20Chart%20-%20Federal.pdf Wage Flowchart for Federal Jobs – Precon]

:*[http://www.modot.org/business/materials/PreCon%20Flow%20Chart%20-%20State.pdf Wage Flowchart for State Jobs – Precon]

:*[http://www.modot.org/business/materials/welder%20qualification%20form.pdf Welder Qualification Form]

:*[http://www.modot.org/business/materials/Waste%20Disposal%20Agreement.pdf Waste Disposal Agreement]

====Materials Related====
:*[http://www.modot.org/business/materials/Aggregate%20Quality%20Control%20Plan.pdf Aggregate Quality Control Plan]

:*[http://www.modot.org/business/materials/asphpayfactor.xls Asphalt Inspectors Worksheets: QA Pay Factor]

:*[http://www.modot.mo.gov/business/materials/AsphPlantInsp.xls Asphalt Inspectors Worksheets: Plant Inspection]

:*[http://www.modot.org/business/contractor_resources/documents/PipeShippingReportForm2.pdf CMP, RCP, Precast Drainage Units and Precast Box Culvert Shipping Report Form]

:*[http://www.modot.mo.gov/business/materials/Concrete%20Mix%20Design%20Submittal%20Form.xls Concrete Mix Design Submittal Form]

:*[http://www.modot.mo.gov/business/materials/Missouri%20CoreLok%20Aggregate%20Workbook.xls CoreLok Aggregate Workbook]

:*[http://www.modot.mo.gov/business/materials/pdf/vol_1/GS013F2.pdf Fabricator’s PAL Receival Form]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/NewProductEvaluationForm.pdf New Product Evaluation Form]

:*[http://www.modot.mo.gov/business/materials/pdf/vol_1/GS013F4.pdf PAL Program Inclusion Certifications and Guarantee Statement]

:*[http://www.modot.mo.gov/business/materials/Producer-Supplier%20List.pdf Producer/Supplier List]

:*[http://www.modot.org/business/contractor_resources/documents/PipeShippingReportForm_Thermoplastic.pdf PVC & HDPE Pipe Shipping Report Form]

:*[[media:101 Request for Transfer of Inpsected Materials.pdf|Request for Transfer of Inspected Materials]]

:*[http://www.modot.mo.gov/business/materials/pdf/vol_1/GS013F3.pdf Shipper’s PAL Transmittal Form]

====Posters, Federal Aid====

Please refer to [http://epg.modot.org/index.php?title=Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#Required_Notices_and_Posters EPG 110.2 Federal-Aid Projects, Required Notices and Posters].

====Posters, State Aid====

Please refer to [http://epg.modot.org/index.php?title=Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#Required_Notices_and_Posters EPG 110.2 Federal-Aid Projects, Required Notices and Posters].

====Utility or Right of Way Related====

:*[http://www.modot.mo.gov/asp/intentToWork.shtml Notice of Intent to Perform Work Process]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/permit_external.pdf Permit for Work on Right of Way]

===Quick Reference Guides (QRGs) [[image:bulldozer.jpg|20px]]===

:* [[media:Adobe Final Plans Stamp.docx|Adobe Final Plans Stamp]]

:* [[media:Change Order Codes.doc|Change Order Codes]]

:* [[media:change order reports 2013.docx|Change Order Reports]]

:* [[media:change orders zero dollar 2013.docx|Change Orders - Zero Dollar]]

:* [[media:Change Orders 2014.docx|Change Orders]]

:* [[media:Change Orders – Mobilization and Contract Bond 2014.docx|Change Orders – Mobilization and Contract Bond]]

:* [[media:Change Orders – Time Adjustment Dec 2013.docx|Change Orders – Time Adjustment]]

:* [[media:Change Orders – Value Engineering Dec 2013.doc|Change Orders – Value Engineering]]

:* [[media:Check for Current Version of SiteManager.doc|Check for Current Version of SiteManager]]

:* [[media:Cognos Access for SM.doc|Cognos Access for SM]]

:* [[media:Concrete Cylinder Sample Sent to Central Lab.doc|Concrete Cylinder Sample Sent to Central Lab]]

:* [[media:concrete mix design creation 2014.doc|Concrete Mix Design Creation]]

:* [[media:Contract Adjustments July 31, 2012.docx|Contract Adjustments]]

:* [[media:Contract Master List Feb 2012.docx|Contract Master List]]

:* [[media:Contract Finalization.doc|Contract Finalization]]

:* [[media:Contractor Pay Estimates 2013.docx|Contractor Pay Estimates]]

:* [[media:Daily Work Reports 2013.docx|Daily Work Reports]]

:* [[media:Diaries.docx|Diaries]]

:* [[media:Digital Signature for Adobe Pro 10 (Contractors) 2013.docx|Digital Signature for Adobe Pro 10 (Contractors)]]

:* [[media:Digital Signature for Adobe Pro 10 (MoDOT).docx|Digital Signature for Adobe Pro 10 (MoDOT)]]

:* [[media:Digital Signature Frequently Asked Questions.doc|Digital Signature Frequently Asked Questions]]

:* [[media:Disposition Remarks for PAL Materials.doc|Disposition Remarks for PAL Materials]]

:* [[media:Equipment Rental Rates from the Blue Book.doc|Equipment Rental Rates from the Blue Book]]
<div id=" Equipment Verification Samples "></div>

:* [[media:Equipment Verification Samples.docx|Equipment Verification Samples]]

:* [[media:Estimate Based Documentation Records.doc|Estimate Based Documentation Records]]

:* [[media:Filtering a SiteManager Pick List.doc|Filtering a SiteManager Pick List]]

:* [[media:Job Order Contracts Oct 22, 2012.docx|Job Order Contracts]]

:* [[media:Key Dates.docx|Key Dates]]

:* [[media:Line Item Adjustments Nov 2012.docx|Line Item Adjustments]]

:* [[media:Milestones.docx|Milestones]]

:* [[media:Moving Files from SharePoint to CIA.docx|Moving Files from SharePoint to CIA]]

:* [[media:PAL Plant Inspection and Record.docx|PAL Plant Inspection and Record]]

:* [[media:SL Reason Codes for Time Extension Change Orders.doc|SL District Reason Codes for Time Extension Change Orders]]

:* [[media:SL Signal Maintenance.docx|SL District Signal Maintenance by Contractor Key Dates]]
<div id=" Sample Record General Information "></div>
:* [[media:Sample Record General 2013.docx|Sample Record General Information]]

:* [[media:Sample Record of DEC Inspection.doc|Sample Record of DEC Inspection]]

:* [[media:Sample Record of Soil Density Inspection.doc|Sample Record of Soil Density Inspection]]

:* [[media:Sample Record of Visual Inspection Nov 2010.doc|Sample Record of Visual Inspection]]

:* [[media:Sampling Checklist.docx|Sampling Checklist]]

:* [[media:Stockpiled Materials 2013.doc|Stockpiled Materials]]

:* [[media:Subcontracts 2014.docx|Subcontracts]]

:* [[media:SuperPave Adjustments.doc|SuperPave Adjustments]]

:* [[media:Terminal Services-Remote Desktop Connection 2013.docx|Terminal Services/Remote Desktop Connection]]

:* [[media:Vendor Master List.doc|Vendor Master List]]

==Design==
{|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="160px" align="right"
|-
|'''Microstation D-Sheets'''
|-
|'''Signing'''
|-
|[[media:D-28.doc|D-28]]
|-
|[[media:D-29.pdf|D-29]]
|-
|[[media:D-30 2011.pdf|D-30]]
|-
|[[media:D-32.pdf|D-32]]
|-
|[[media:D-33.pdf|D-33]]
|-
|[[media:D-34.pdf|D-34]]
|-
|'''Signals'''
|-
|[[media:D-37a 0909.pdf|Form D-37A]]
|-
|[[media:D-37b.pdf|Form D-37B]]
|-
|[[media:D-37c.pdf|Form D-37C]]
|-
|[[media:D-37d.pdf|Form D-37D]]
|-
|[[media:D-38 0909.pdf|Form D-38]]
|-
|[[media:D-38a 0909a.pdf|Form D-38A]]
|-
|[[media:D-38b 0909.pdf|Form D-38B]]
|-
|[[media:D-38c 0909.pdf|Form D-38C]]
|-
|[[media:D-38d 0909.pdf|Form D-38D]]
|-
|[[media:D-38e 0909.pdf|Form D-38E]]
|-
|'''Typical Sections'''
|-
|[[media:D-49.pdf|Typical Section Bicycle Path (D-49)]]
|-
|[[media:231 Interstate Roadway (D-61).pdf|Interstate Roadway (D-61)]]
|-
|[[media:231 4-Lane (Non-Interstate) Major Rural Roadway (D-61).pdf|4-Lane (Non-Interstate) Major Rural Roadway (D-61)]]
|-
|[[media:231 2-Lane Major Rural Roadway - Super Two (D-60).pdf|2-Lane Major Rural Roadway, a "Super 2" (D-60)]]
|-
|[[media:231 Minor Rural Roadway (D-64).pdf|Minor Rural Roadway (D-64)]]
|-
|[[media:231 Diamond-Directional Ramp (Any AADT) (D-50).pdf|Diamond/Directional Ramp, Any ADT (D-50)]]
|-
|[[media:231 Diamond-Directional Ramp (Low AADT) (D-50).pdf|Diamond/Directional Ramp, Low ADT, Low Trucks (D-50)]]
|-
|[[media:231 Multi-Lane Ramp (D-53).pdf|Muti-Lane Ramp (D-53)]]
|-
|[[media:231 Loop Ramp (D-51).pdf|Loop Ramp (D-51)]]
|-
|[[media:231 Local Roadway (D-67).pdf|Local Roadway (D-67)]]
|-
|[[media:231 Low Volume Local Roadway (D-66).pdf|Local Roadway, Low AADT (D-66)]]
|-
|'''Miscellaneous'''
|-
|[[media:D-71.pdf|Widening and Resurfacing (D71)]]
|}
===Bridge===
*[http://epg.modot.mo.gov/forms/DE-Bridge/404%20Permits.dot 404 Permits]

*[[media:BR 105 R.docx|Bridge Survey Report Form]]

*[http://epg.modot.mo.gov/forms/DE-Bridge/Structural%20Rehabilitation%20Checklist.xlt Structural Rehabilitation Checklist (Excel)]

*[http://ghepg01/forms/BR/Vertical%20Clearance%20Design%20Exception%20Coordination%20with%20SDDCTEA%20Form.doc Vertical Clearance Design Exception Coordination with SDDCTEA]

===Checklist===
*[http://epg.modot.mo.gov/forms/DE-Checklist/Design%20Progress%20Check%20List.dot Design Progress Check List]

*[http://epg.modot.mo.gov/forms/DE-Checklist/District%20Final%20Design%20Checklist%20-%20D12.dot District Final Design Checklist - D12]

*[http://epg.modot.mo.gov/forms/DE-Checklist/Preliminary%20Plans%20Check%20List.dot Preliminary Plans Check List]

*[http://epg.modot.mo.gov/forms/DE-Checklist/Right%20of%20Way%20Check%20List.dot Right of Way Check List]

===Computer===
*[http://epg.modot.mo.gov/forms/DE-Computer/Design%20Computer%20Files%20&%20Drawings%20Log%20Sheet%20-%20D-97.dot Design Computer Files & Drawings Log Sheet - D-97]

*[http://epg.modot.mo.gov/forms/DE-Computer/MicroStation%20Computer%20Drawings%20Log%20Sheet%20-%20D96.dot MicroStation Computer Drawings Log Sheet - D96]

===Contracts===
*[http://epg.modot.mo.gov/forms/DE-Contracts/Award.dot Award]

*[http://www.modot.org/business/standards_and_specs/documents/ComputerDeliverableContractPlans.pdf Computer Deliverable Contract Plans 2005]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot Consultant Services Contract - State Funded (MoDOT Users)]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot De1]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot DE11]

*[http://epg.modot.mo.gov/forms/DE-Contracts/Sample%20Scope%20of%20Services%20-%20Location%20and%20Environment.dot Sample Scope of Services - Location and Environment]

*[http://epg.modot.mo.gov/forms/DE-Contracts/Sample%20Scope%20of%20Services%20Design.dot Sample Scope of Services Design]

===Design Forms===
*[http://epg.modot.mo.gov/forms/DE-DEForms/3R%20CONCEPTUAL%20STUDY%20REPORT.dot 3R Conceptual Study Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/4R%20PAVEMENT%20REHABILITATION%20ANALYSIS%20DATA%20AND%20CONCEPTUAL%20STUDY%20REPORT.dot 4R Pavement Rehabilitation Analysis Data and Conceptual Study Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Aerial%20Mosiac%20Submittal%20for%20Recon%20Study.dot Aerial Mosiac Submittal for Recon Study]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Commission%20Backup%20Form%20Blank.dot Commission Backup Form Blank]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Commission%20Backup%20Form%20Instructions.dot Commission Backup Form Instructions]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Conceptual%20Study%20Report.dot Conceptual Study Report]

*[http://epg.modot.org/forms/DE-DEForms/Consultant%20Rating%20Form.dot Consultant Rating Form]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Cultural%20Resource%20Assessment%20Letter.dot Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/D-28%20Sign%20Design%20Order%20Form.dot D-28 Sign Design Order Form]

*[[media:131.4 Design Exception Info 2013.doc|Design Exception Information]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Equipment%20and%20Materials%20List.dot Equipment and Materials List]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Highway%20Lighting%20Warrants%20D21.dot Highway Lighting Warrants D21]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Inquiry%20Report.dot Inquiry Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Job%20Special%20Provisions%20Stylesheet.dot Job Special Provisions Stylesheet]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Location%20Study%20Report.dot Location Study Report]

* [[media:M-40 2013.docx|M-40 Request for Drilling Services]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Pavement%20Distress%20Log%20Form%20-%20Asphalt%20-%2011x17.dot Pavement Distress Log Form - Asphalt - 11x17]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Pavement%20Distress%20Log%20Form%20-%20Concrete%2011x17.dot Pavement Distress Log Form - Concrete 11x17]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Pavement%20Repair%20Log.dot Pavement Repair Log]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Preliminary%20Plans%20Proposal%20Review.dot Preliminary Plans Proposal Review]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Preliminary%20Signal%20Plan%20Submittal.dot Preliminary Signal Plan Submittal]

*[http://epg.modot.mo.gov/forms/DE-DEForms/PROJECT%20ASSIGNMENTS%20AND%20COMPLETION%20DATES.dot Project Assignments and Completion Dates]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Project%20Data%20for%20BAMS.dot Project Data for BAMS]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Project%20Initialization%20Estimate%20Form.dot Project Initialization Estimate Form]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Submittal%20to%20Professional%20Services%20Committee.dot Submittal to Professional Services Committee]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Suggested%20Revision%20to%20a%20CADD%20Standard.dot Suggested Revision to a CADD Standard]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Test-Cultural%20Resource%20Assessment%20Letter.dot Test-Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Traffic%20Signal%20Warrants,%20Form%20D22.dot Traffic Signal Warrants, Form D22]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Utility%20Print%20Submittal%20Letter.dot Utility Print Submittal Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Utility%20Print%20Submittal%20letter_Revised%20Plans.dot Utility Print Submittal letter_Revised Plans]

*[http://epg.modot.mo.gov/forms/DE-DEForms/WORK%20DAY%20STUDY%20-%20124.dot Work Day Study - 124]

===[http://epg.modot.org/index.php?title=Category:134_Engineering_Professional_Services#134.1.3_Consultant_Qualification Engineering Professional Services]===

===Environmental and Cultural===
*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20Form.dot Categorical Exclusion Form]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20For%20Hardships%20Determined.dot Categorical Exclusion Determination for Hardships]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20Form.dot Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Cultural%20Resource%20Structure%20Log.dot Cultural Resource Structure Log]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/DNR%20Land%20Survey%20Request.dot DNR Land Survey Request]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Farmland%20Conversion%20IMpact%20Rating%20(Site).dot Farmland Conversion Impact Rating (Corridor)]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Farmland%20Conversion%20Impact%20Rating%20(Corridor).dot Farmland Conversion Impact Rating (Site)]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Fig%202-06-9,%20Farmland%20Conversion%20Impact%20Rating.dot Fig 2-06-9, Farmland Conversion Impact Rating]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Initial%20Site%20Assessment%20Form.dot Initial Site Assessment Form]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Request%20for%20Environmental%20Studies.dot Request for Environmental Studies]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/RES%20Instruction%20sheet.doc RES Instruction sheet]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/STRUCT.dot STRUCT]

===Hearings===
*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot Generic Meeting Sign-Up Sheet]

*[http://epg.modot.mo.gov/forms/DE-Hearings/Notice%20of%20Formal%20Public%20Hearing.dot Notice of Formal Public Hearing]

*[http://epg.modot.mo.gov/forms/DE-Hearings/Open-House%20Public%20Hearing.dot Open-House Public Hearing]

*[http://epg.modot.mo.gov/forms/DE-Hearings/Public%20Hearing%20Statement%20Form.dot Public Hearing Statement Form]

===Materials===
*[http://epg.modot.mo.gov/forms/DE-Materials/Hazardous%20Waste%20Removal%20Bid%20Information.dot Hazardous Waste Removal Bid Information]

*[http://epg.modot.mo.gov/forms/DE-Materials/Itemized%20Proposal%20-%20Demolition,%20Asbestos,%20UST%20Removal.dot Itemized Proposal - Demolition, Asbestos, UST Removal]

*[http://epg.modot.mo.gov/forms/DE-Materials/Materials%20Suppliers,%20Source%20and%20Location.dot Materials Suppliers, Source and Location]

*[http://epg.modot.mo.gov/forms/DE-Materials/Request%20for%20Asphalt%20Cement%20%25%20Grade.dot Request for Asphalt Cement % Grade]

*[http://epg.modot.mo.gov/forms/DE-Materials/Soil%20Info%20Request.dot Soil Info Request]

*[http://epg.modot.mo.gov/forms/DE-Materials/Soil%20Survey%20Request.dot Soil Survey Request]

===Photo===
*[http://epg.modot.mo.gov/forms/DE-Photo/Aerial%20Photography%20Requisition.dot Aerial Photography Requisition]

*[http://epg.modot.mo.gov/forms/DE-Photo/Microfilm-Print%20Billing%20Form.dot Microfilm-Print Billing Form]

*[http://epg.modot.mo.gov/forms/DE-Photo/Prints%20of%20Previous%20Photography%20Requistion.dot Prints of Previous Photography Requistion]

*[http://epg.modot.mo.gov/forms/DE-Photo/Request%20for%20Color%20Copies.dot Request for addition to flight program]

*[http://epg.modot.mo.gov/forms/DE-Photo/Request%20for%20addition%20to%20flight%20program.dot Request for Color Copies]

===Planning===
*[http://epg.modot.mo.gov/forms/DE-Planning/ARAN%20Report%20Request.dot ARAN Report Request]

*[http://epg.modot.mo.gov/forms/DE-Planning/Conceptual%20Study%20Traffic%20Count%20Request.dot Conceptual Study Traffic Count Request]

*[http://epg.modot.mo.gov/forms/DE-Planning/Fis%20Formc.dot Fis Formc]

*[http://epg.modot.mo.gov/forms/DE-Planning/Turning%20Movement%20Traffic%20Count%20Request.dot Turning Movement Traffic Count Request]

===Right of Way===
*[http://epg.modot.org/forms/DE-ROW/Certification%20of%20Right%20of%20Way%20Plans%20for%20Condemnation%20Letter.dot Certification of Right of Way Plans for Condemnation Letter]

*[http://epg.modot.mo.gov/forms/DE-ROW/Forthcoming%20RW%20Plan%20changes.dot Forthcoming RW Plan Changes]

*[http://epg.modot.mo.gov/forms/DE-ROW/Preliminary%20Right%20of%20Way%20Estimate.dot Preliminary Right of Way Estimate]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Approval%20(Amended_Plans)%20Condemnation%20Required.dot Right of Way Approval (Amended Plans) Condemnation Required]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Plans%20Reviewed.dot Right of Way Plans Reviewed]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Plans%20to%20Dist%20RW%20Agent.dot Right of Way Plans to Dist RW Agent]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Change%20Information%20for%20Microfilming.dot RW Change Information for Microfilming]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Plans%20-%20Commission%20Certification%20(Amended).dot RW Plans - Commission Certification (Amended)]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Plans%20-%20Commission%20Certification.dot RW Plans - Commission Certification]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Plans%20Approval%20-%20Letter%20of%20Certification.dot RW Plans Approval - Letter of Certification]

===Scoping===
*[http://epg.modot.mo.gov/forms/DE-Scoping/Bridge%20Checklist.dot Bridge Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Construction%20and%20Materials%20Checklist.dot Construction and Materials Checklist]

*[[media:104.6 Design Checklist Apr 26, 2012.doc|Design Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Draft%20Project%20Scoping%20Memorandum.dot Draft Project Scoping Memorandum]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Environmental%20Checklist.dot Environmental Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/FHWA%20Checklist.dot FHWA Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Maintenance%20Checklist.dot Maintenance Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Major%20Project%20Scope%20or%20Estimate%20Change.dot Major Project Scope or Estimate Change]
[[image:101 survey.jpg|right|150px]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Non-Major%20Project%20Scope%20or%20Estimate%20Change.dot Non-Major Project Scope or Estimate Change]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Planning%20Checklist.dot Planning Checklist]

*[[media:104.6 Design Liaison Checklist.doc|Design Liaison Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Project%20Estimate%20Quality%20Assurance%20Report.dot Project Estimate Quality Assurance Report]

*[[media:104.6 Project Scoping Checklist Apr 26, 2012.doc|Project Scoping Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Project%20Scoping%20Memorandum.dot Project Scoping Memorandum]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Public%20Information%20and%20Outreach%20Checklist.dot Public Information and Outreach Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Railroad%20Checklist.dot Railroad Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Right%20of%20Way%20Checklist.dot Right of Way Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Traffic%20Checklist.dot Traffic Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Utilities%20Checklist.dot Utilities Checklist]

===Survey===
*[http://epg.modot.mo.gov/forms/DE-Survey/Center%20Line%20Staking%20-%20Letter%20to%20Property%20Owner.dot Center Line Staking - Letter to Property Owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Center%20Line%20Staking.dot Center Line Staking]

*[http://epg.modot.mo.gov/forms/DE-Survey/Permanent%20RW%20Marker%20Setting%20-%20letter%20to%20property%20owner.dot Permanent RW Marker Setting - letter to property owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Permanent%20RW%20Marker%20Settings.dot Permanent RW Marker Settings]

*[[media:238.2.18.2 Plat Review Checklist.pdf|Form 238.2.18.2 Plat Review Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Survey/Preliminary%20Surveying%20-%20letter%20to%20property%20owner%201.dot Preliminary Surveying - letter to property owner 1]

*[http://epg.modot.mo.gov/forms/DE-Survey/Preliminary%20Surveying%20-%20letter%20to%20property%20owner.dot Preliminary Surveying - letter to property owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Preliminary%20Surveying.dot Preliminary Surveying]

*[[media:238.2.17 Professional Land Surveyor 2013.doc|Professional Land Surveyor Description Review Form]]

*[http://epg.modot.mo.gov/forms/DE-Survey/RW%20Marker%20Setting.dot RW Marker Setting]

*[http://epg.modot.mo.gov/forms/DE-Survey/Survey%20Request%20Form.dot Survey Request Form]

==Maintenance==
*[[media:101 Maintenance - Deer Death Report Form and Map.xls|Deer Death Report Form and Map (Excel)]]

===Chip Seal Forms===
*[http://wwwi/maintenance/Forms/App%20Adjust%20Form.pdf Application Adjustment Factor Form]
*[http://wwwi/maintenance/Forms/Traffic%20Eval%20Factor.pdf Traffic Evaluation Factor (TEF) for Asphalt Application Adjustment]

===Bridge Maintenance===
*[[media:101 Maintenance - blankinspreport.pdf|Blank Inspection Report]]
*[[media:101 Maintenance - bridgemaintenancerepairreport.xls|Bridge Maintenance Repair Report (Excel)]]
*[http://ghepg01/forms/BR/774_Cathodic_System_Evaluation.dotx Cathodic System Evaluation]
*[[media:101 Maintenance - CIF - Written form.dot|CIF (Critical Inspection Finding)]]
*[[media:101 Maintenance - Follow-up Action Required-Written form.doc|FAR (Follow-Up Action Required)]]
*[[media:101 Maintenance - maintmatlusage.xls|Maintenance Material Usage (Excel)]]
*[[media:101 Maintenance - Maintenance Recommendation Report.pdf|Maintenance Recommendation Report]]
*[[media:101 Maintenance - paintdatareportformblank.xls|Paint Data Report (Excel)]]
*[[media:101 Maintenance - Photo Log.xls|Photo Log Sheet (Excel)]]

===Snow & Ice Control===
*[[media:101 Maintenance - Snow and Ice Control Equipment Inventory.xls|Snow and Ice Control Equipment Inventory (Excel)]]
*[[media:101 Maintenance - Chemical Requirements.xls|Chemical Requirements (Excel)]]
*[[media:101 Maintenance - Salt Storage.xls|Salt Storage (Excel)]]

===Rest Areas===
*[[media:101 Maintenance - Rest Area Truck Parking.xls|Rest Area Truck Parking (Excel)]]
*[[media:101 Maintenance - REST AREA inspection_2005.doc|Rest Area Inspection]]

===Commuter Lots===
*[[media:101 Maintenance - Commuter Lot Inspection Form.xls|Commuter Lot Inspection (Excel)]]
*[[media:101 Maintenance - Commuter Lot Survey.pdf|Commuter Lot Survey]]

===Disasters===
*[[media:101 Maintenance - DDIR.xls|Detailed Damage Inspection Report (Excel)]]
*[[media:101 Maintenance - Non Federal Aid Route DDIR.xls|FEMA Detailed Damage Inspection Report (Excel)]]

===Performance Indicators===

===Pavement Management===

==Motor Carrier Services==
*[http://epg.modot.mo.gov/forms/MCS/Accounting%20Payment%20Error%20Notice.dot Accounting Payment Error Notice]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Altered%20Temporary.dot IRP Altered Temporary]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Outstanding%20Temporaries.dot IRP Outstanding Temporaries]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Surrendering%20Plates.dot IRP Surrendering Plates]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Suspension.dot IRP Suspension]

*[http://epg.modot.mo.gov/forms/MCS/IRP-IFTA%20Reject%20Letters.dot IRP-IFTA Reject Letters]

*[http://epg.modot.mo.gov/forms/MCS/MCS%20MoDOT%20Letterhead.dot MCS MoDOT Letterhead]

==Planning==
*[http://epg.modot.mo.gov/forms/MCS/MCS%20MoDOT%20Letterhead.dot MTFC Letterhead]

==Resource Management==
*[[media:235 Agreements Checklist.doc|Agreements Checklist]]

==Right of Way==
*[http://epg.modot.mo.gov/forms/RW/RW%20Mortgage%20Analyzer.xlt RW Mortgage Analyzer (Excel)]
===General Information===
===Right of Way Organization and Personnel===
===Administration===

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Acquisition%20Complete%20Cost%20Estimate%20Worksheet_Form%203-3_3B.dot Acquisition Complete Cost Estimate Worksheet_(Form 3-3_3B)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Categorical%20Exclusion%20Review_Form%203-1_2.dot Categorical Exclusion Review_(Form 3-1_2)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Request%20for%20Acquisition%20Authority_Form%203-6_10A.dot Request for Acquisition Authority_(Form 3-6_10A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_1A%20.dot Request for Federal Funding_Limited Acquisition Authority_(Form 3-4_1A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_1B.dot Request for Limited Acquisition Authority_(Form 3-4_1B)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_2A.dot Request for Federal Funding_(Form 3-4_2A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Right%20of%20Way%20Cost%20Estimate%20Worksheet_Form%203-3_3A.dot Right of Way Cost Estimate Worksheet_(Form 3-3_3A)]

*[http://ghepg01/forms/RW/Chapter%203_Administration/Right%20of%20Way%20Cost%20Estimate_Form%203-3_3C.dotx Right of Way Cost Estimate_(Form 3-3_3C)]

*[http://ghepg01/forms/RW/Chapter%203_Administration/Form%203-4_1C.dot Safe and Sound Acquisition Authority Date (Form 3-4.1C)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Supplemental%20Page_Form%203-3_3A.dot Supplemental Page_(Form 3-3_3A)]

===Description Writing and Titles===

*[http://epg.modot.mo.gov/forms/RW/Chapter%204_Description%20Writing%20&%20Titles/Affidavit%20of%20Scriveners%20Error%20Form%204_6_4a.dot Affidavit of Scrivener's Error (Form 4-6.4a)]

===Property Management===

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/ Internet Posting Request]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Property%20Inventory%20Record.dot Property Inventory Record]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Property%20Inventory%20Record%20Instructions.dot Property Inventory Record Instructions]

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/Real%20Estate%20Risk%20Assessment%20Form.pdf Real Estate Risk Assessment Form]

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/Realty%20Asset%20Sale%20Legal%20Opinion%20Memo.pdf Realty Asset Sale Legal Opinion Memo]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Form%20236.5.19a.dot Request for Excess Parcel Survey (Form 236.5.19a)]

===Appraisal and Appraisal Review===
===Negotiation===
===Relocation Assistance Program===

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Advance%20Increased%20Interest%20Payment%20Agreement.dot Advance Increased Interest Payment Agreement (Form 236.8.11.4(d)(2))]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Advance%20Replacement%20Housing%20and%20Increased%20Interest%20Pmt%20Agreement.dot Advance Replacement Housing and Increased Interest Payment Agreement (Form 236.8.11.4(d)(1))]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Condemnation%20Agreement%20Residential%20Property.dot Condemnation Agreement Residential Property (Form 236.8.9.3(e)(1))]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Form%20236.8.6.4.dot Relocation Report (Form 236.8.6.4)]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Form%20236_8_5_2.dot Relocatee Needs Questionnaire]

===Asbestos Abatement-Removal of Building Improvement===
===Right Of Way Condemnation===
===Mediation===
===Quality Assurance Reviews===
===Designing Right of Way Plans===
===Change in Route Status Report===
===Requests from Cities for Annexations===
===Outdoor Advertising===

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ADMREVREQUEST.dot Administrative Review Request]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ADV%20PROFILE%20REPORT1.DOT ADV Profile Report]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/Application%20for%20Outdoor%20Advertising%20Vegetation%20Permit.pdf Application for Outdoor Advertising Vegetation Permit]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ILLEGAL%20COURTESY%20LTR2.DOT Courtesy Letter ("cannot be permitted")]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ILLEGAL%20COURTESY%20LTR1.DOT Courtesy Letter ("possibly permitted")]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/CUTOUT%20EXTENSION.dot Cutout or Extension]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/NEW%20PERMIT.pdf New Permit]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/NEW%20ROUTE.pdf New Route]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTE%20OF%20WITHDRAWAL.pdf Notice of Withdrawal (OAN-15)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/noticepropowner.dot Notice to Property Owner]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTETOREMOVE3.dot Notice to Remove (NTR)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTICESIGNOWNR.dot Notice to Sign Owner]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTETOTERMNATE.dot Notice to Terminate (NTT)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTETOVOID.dot Notice to Void (Release of Permit)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ODAPERMIT.dot Outdoor Advertising Permit]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/Outdoor%20Advertising%20Permit%20Application.pdf Outdoor Advertising Permit Application]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/BIENNIALPERMITCOVER.dot Outdoor Advertising Permit Cover Letter]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/PERMIT%20TRANSFER%20APPLICATION.pdf Permit Transfer Application]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/Unzoned%20Qualifying%20Business%20Checklist.dot Qualifying Business Checklist]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/RELEASELETTER.dot Release Letter]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/REJECTAPPCOVER.dot Rejection Letter for Outdoor Advertising Permit Application]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/scanning%20procedure.doc Scanning Procedures]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/SIGN%20STATUS.pdf Sign Status]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/Vegetation_Cost_Letter.dot Vegetation Cost Letter]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/REJECTVEG.dot Vegetation Rejection letter]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/VoidCover.dot Void Cover Letter]

===Junkyards===

* [http://ghepg01/forms/RW/Chapter%2017_Junkyards/Application%20for%20License%20to%20Maintain%20A%20Junkyard.pdf Application for License to Maintain a Junkyard]

===Local Public Agency Land Acquisition===

MediaWiki:Robots.txt

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Category:101 Standard Forms

2013-04-15T21:02:43Z

Struej1:

[[Image:101.jpg|520px|right]]
== ==
Standard forms organized by functional unit are accessible from this page. '''The files accessible by the links below are identical to those accessed through Word, Excel or other software application by MoDOT employees.''' Many of these file links are also contained in Engineering Policy Guide articles that refer to the forms.

==Bridge==
*[http://epg.modot.mo.gov/forms/BR/Bridge%20Division%20Memo.dot Bridge Division Memo]

*[http://epg.modot.mo.gov/forms/BR/Bridge%20Survey%20Memo.dot Bridge Survey Memo]

*[http://ghepg01/forms/BR/Bridge%20Hydraulics%20Report.dot Bridge Hydraulics Report]

*[http://epg.modot.mo.gov/forms/BR/Change%20Order.dot Change Order]

*[http://epg.modot.mo.gov/forms/BR/Constructability%20Questionnaire.dot Constructability Questioinnaire]

*[[media:Culvert Hydraulics Report.docx|Culvert Hydraulics Report]]
[[image:101 Bridge.jpg|right|150px]]

*[[media:131.4 Design Exception Info.doc|Design Exception Information]]

*[http://epg.modot.mo.gov/forms/BR/Design%20Except%20to%20District.dot Design Except to District]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Box).dot Design Layout (Box)]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Grade).dot Design Layout (Grade)]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Stream).dot Design Layout (Stream)]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Wall).dot Design Layout (Wall)]

*[http://epg.modot.mo.gov/forms/BR/Floodplain%20Permit.dot Floodplain Permit]

*[http://epg.modot.mo.gov/forms/BR/FloodplainDevelopmentPermit.ToDistrict.CoverLetter.dot Floodplain Development Permit To District Cover Letter]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20District.dot Layout to District]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20FHWA.dot Layout to FHWA]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20Railroad.dot Layout to Railroad]

*[http://epg.modot.mo.gov/files/e/ed/M-40a_Request_for_Final_Soundings_of_Structures.doc M-40a Sounding Request for Final Soundings of Structures]

*[http://epg.modot.mo.gov/files/0/01/M-40b_Sounding_Layout.doc M-40b Sounding Layout]

*[http://epg.modot.mo.gov/forms/BR/Memo%20to%20Design,%20no%20Permit%20Required.dot Memo to Design, no Permit Required]

*[http://epg.modot.mo.gov/forms/BR/Memo%20to%20Design,%20Permit%20Required.dot Memo to Design, Permit Required]

*[http://epg.modot.mo.gov/forms/BR/Memo%20to%20District.dot Memo to District]

*[http://epg.modot.mo.gov/forms/BR/Missouri-Illinois%20Border%20Bridge%20Clearinghouse%20Form.dot Missouri-Illinois Border Bridge Clearinghouse Form]

*[http://epg.modot.mo.gov/forms/BR/No-Rise%20Certificate.dot No-Rise Certificate.dot]

*[http://epg.modot.mo.gov/forms/BR/Request%20For%20Soil%20Properties.dot Request For Soil Properties]

*[http://epg.modot.mo.gov/forms/BR/Telefax.dot Telefax]

*[http://epg.modot.mo.gov/forms/BR/Transmittal%20Letter.dot Transmittal Letter]

*[http://ghepg01/forms/BR/Vertical%20Clearance%20Design%20Exception%20Coordination%20with%20SDDCTEA%20Form.doc Vertical Clearance Design Exception Coordination with SDDCTEA]

==Construction and Materials==
*[http://epg.modot.mo.gov/forms/CO/30%20Day%20Reminder%20Final%20Invoice%20Letter.dot 30 Day Reminder Final Invoice Letter]

*[http://epg.modot.mo.gov/forms/CO/3-Year%20Graduate%20Engr%20Training%20Checklist.dot 3-Year Graduate Engr Training Checklist]

*[http://epg.modot.mo.gov/forms/CO/60%20Day%20Final%20Acceptance%20Letter.dot 60 Day Final Acceptance Letter]

*[http://ghepg01/forms/CO/As%20Built%20Plans%20Checklist%20-%20SL%20District.dot As Built Plans Checklist - SL District]

*[http://epg.modot.mo.gov/forms/CO/Asbestos%20Survey%20Report%20-%20All%20Materials%20(Form%20T748).dot Asbestos Survey Report - All Materials (Form T748)]
[[image:101CM.jpg|right|150px]]

*[http://epg.modot.mo.gov/forms/CO/Asbestos%20Survey%20Report%20-%20All%20Suspect%20ACM%20%20(Form%20T746).dot Asbestos Survey Report - All Suspect ACM (Form T746)]

*[http://epg.modot.mo.gov/forms/CO/Asbestos%20Survey%20Report%20-%20Nonfriable%20ACM%20(Form%20T747).dot Asbestos Survey Report - Nonfriable ACM (Form T747)]

*[http://epg.modot.mo.gov/forms/CO/Asphalt%20Roadway%20Report.dot Asphalt Roadway Report]

*[http://ghepg01/forms/CO/Bridge%20Clearance%20Report%20(C-239A).dotx Bridge Clearance Report (C-239A)]

*[http://epg.modot.mo.gov/forms/CO/Bridge%20Fabrication%20Report.dot Bridge Fabrication Report]

*[http://epg.modot.mo.gov/forms/CO/Concrete%20Roadway%20Report.dot Concrete Roadway Report]

*[http://ghepg01/forms/CO/Contingent%20Item%20Price%20Check.dotx Contingent Item Price Check]

*[http://epg.modot.mo.gov/forms/CO/Contractor%20Performance%20Evaluation%20Letter.dot Contractor Performance Evaluation Letter]

*[http://epg.modot.mo.gov/forms/CO/Contractor%20Performance%20Evaluation%20Signature%20Page.dot Contractor Performance Evaluation Signature Page]

*[http://epg.modot.mo.gov/forms/CO/Daily%20Utility%20Report%20(C-9).dot Daily Utility Report (C-9).dot]

*[http://epg.modot.mo.gov/forms/CO/Documentation%20Record.dot Documentation Record]

*[http://ghepg01/forms/CO/EEO%20Checklist.dot EEO Checklist]

*[http://modot.mo.gov/business/materials/Electronic%20Documentation%20Choice%20Request%20Form.pdf Electronic Documentation Choice Request]

*[http://epg.modot.mo.gov/forms/CO/Erosion%20Control%20Product%20Questionnaire.dot Erosion Control Product Questionnaire]

*[http://epg.modot.mo.gov/forms/CO/Estimate%20Cover%20Letter.dot Estimate Cover Letter]

*[http://epg.modot.mo.gov/forms/CO/Fax%20Cover.dot Fax Cover.dot]

*[http://ghepg01/forms/CO/Fence%20Removal%20Notice.dot Fence Removal Notice]

*[http://epg.modot.mo.gov/forms/CO/Final%20Acceptance%20-%20Off%20System.dot Final Acceptance - Off System.dot]

*[http://epg.modot.mo.gov/forms/CO/Final%20Acceptance%20(C-239).dot Final Acceptance (C-239)]

*[http://ghepg01/forms/CO/Final%20Acceptance%20Checklist.dotx Final Acceptance Checklist]

*[http://epg.modot.org/forms/CO/Final%20Plans%20Certification.dot Final Plans Certification]

*[http://epg.modot.mo.gov/forms/CO/Final%20Plans%20Checklist.dot Final Plans Checklist]

*[http://epg.modot.mo.gov/forms/CO/Final%20Utility%20Report%20(C-13).dot Final Utility Report (C-13)]

*[[media:137 Force Account Worksheet (one day).xls|Force Account Worksheet (one day)]]

*[[media:137 Force Account Worksheet (multiple days) Jan 2010.xls|Force Account Worksheet (multiple days)]]

*[http://epg.modot.mo.gov/forms/CO/Inspectors%20Pay%20Qty%20Report%20(IPQR).dot Inspectors Pay Qty Report (IPQR)]

*[http://epg.modot.mo.gov/forms/CO/Internal%20MoDOT%20Product%20Form.dot Internal MoDOT Product Form]

*[http://ghepg01/forms/CO/Land%20Disturbance%20Inspection%20Record%20-%20Electronic%20Version.dotx Land Disturbance Inspection Record (Electronic Version)]

*[http://ghepg01/forms/CO/Land%20Disturbance%20Inspection%20Record%20-%20Print%20and%20Fill%20Version.dotx Land Disturbance Inspection Record (Print and Fill Version)]

*[http://ghepg01/forms/CO/Land%20Disturbance%20Inspection%20Record%20Summary.dotx Land Disturbance Inspection Record Summary]

*[http://epg.modot.mo.gov/forms/CO/Milestone%20Worksheet.dot Milestone Worksheet]

*[http://epg.modot.mo.gov/forms/CO/Mobile%20Mixer%20Verification%20Sheet.dot Mobile Mixer Verification Sheet]

*[http://epg.modot.mo.gov/forms/CO/MoDOT%20Quick%20Estimate%20Summary%20Request.dot MoDOT Quick Estimate Summary Request]

*[http://epg.modot.mo.gov/forms/CO/Nuclear%20Density%20(C-709ND).dot Nuclear Density (C-709ND)]

*[http://epg.modot.mo.gov/forms/CO/Nuclear%20Density%20of%20Plastic%20Portland%20Cement%20Concrete%20(C-710ND).dot Nuclear Density of Plastic Portland Cement Concrete (C-710ND)]

*[http://epg.modot.mo.gov/forms/CO/OJT-4%20Trainee%20Contact.dot OJT-4 Trainee Contact]

*[http://epg.modot.mo.gov/forms/CO/OJT-5%20Discrimination%20Complaint.dot OJT-5 Discrimination Complaint]

*[http://epg.modot.mo.gov/forms/CO/OJT-6%20Final%20Summary.dot OJT-6 Final Summary]

*[http://epg.modot.mo.gov/forms/CO/Order%20Record.dot Order Record (C-259)]

*[http://epg.modot.mo.gov/forms/CO/Overdimension%20Restrict.dot Overdimension Restrict]

*[[media:101 Pavement Type Selection Submittal.doc|Pavement Type Selection Submittal Information (PTS Submittal Form)]]

*[http://epg.modot.mo.gov/forms/CO/Pile%20Driving%20Data.dot Pile Driving Data]

*[http://epg.modot.mo.gov/forms/CO/Pore%20Pressure%20Report%20-%20Type%20A.dot Pore Pressure Report - Type A]

*[http://epg.modot.mo.gov/forms/CO/Pore%20Pressure%20Report%20-%20Type%20B.dot Pore Pressure Report - Type B]
<div id="PreCon Letter - Federal No Trainees"></div>

*[[media:101 Precon letter, federal no trainees 100th.docx|PreCon Letter - Federal No Trainees]]

*[[media:101 Precon letter, federal 100th.docx| PreCon Letter - Federal]]

*[[media:101 Precon letter, state 100th.docx|PreCon Letter - State]]

*[http://ghepg01/forms/CO/Prestress%20Deficiency%20Report%20(1029-01).dotx Prestress Deficiency Report (1029-01)]

*[http://epg.modot.mo.gov/forms/CO/Profilograph%20Report.dot Profilograph Report]

*[http://epg.modot.org/forms/CO/Railroad%20Crossing%20Inspection.dot Railroad Crossing Inspection]

*[http://epg.modot.mo.gov/forms/CO/RE%20Letterhead.dot RE Letterhead]

*[http://ghepg01/forms/CO/RM%20Aggregate%20Scale%20Calibration-200.dot RM Aggregate Scale Calibration - 200]

*[http://ghepg01/forms/CO/RM%20Aggregate%20Scale%20Calibration-300.dot RM Aggregate Scale Calibration - 300]

*[http://ghepg01/forms/CO/RM%20Aggregate%20Scale%20Calibration-350.dot RM Aggregate Scale Calibration - 350]

*[http://ghepg01/forms/CO/RM%20Air%20Dispenser%20Calibration.dot RM Air Dispenser Calibration]

*[http://ghepg01/forms/CO/RM%20Cement%20Scale%20Calibration-150.dot RM Cement Scale Calibration - 150]

*[http://ghepg01/forms/CO/RM%20Cement%20Scale%20Calibration-175.dot RM Cement Scale Calibration - 175]

*[http://ghepg01/forms/CO/RM%20Cement%20Scale%20Calibration-200.dot RM Cement Scale Calibration - 200]

*[http://ghepg01/forms/CO/RM%20Concrete%20Systems%20Form.dot RM Concrete Systems Form]

*[http://ghepg01/forms/CO/RM%20Equipment%20Calibrated%20and%20Verified%20Form.dot RM Equipment Calibrated and Verified Form]

*[http://ghepg01/forms/CO/RM%20Truck%20Mixer%20Information%20Form.dot RM Truck Mixer Information Form]

*[http://ghepg01/forms/CO/RM%20Water%20Calibration.dot RM Water Calibration]

*[http://epg.modot.org/forms/CO/RoCap%20Test%20Form%20-%20Long%20Bolts.dot RoCap Test Form - Long Bolts]

*[http://epg.modot.org/forms/CO/RoCap%20Test%20Form%20-%20Short%20Bolts.dot RoCap Test Form - Short Bolts]

*[http://epg.modot.mo.gov/forms/CO/Semi-annual%20Labor%20Compliance%20Report.dot Semi-annual Labor Compliance Report]

*[http://epg.modot.mo.gov/forms/CO/Semi-Final%20Inspection%20(C-236).dot Semi-Final Inspection (C-236)]

*[http://ghepg01/forms/CO/SiteManager%20New%20Project%20Review.dotx SiteManager New Project Review]

*[http://epg.modot.org/forms/CO/Wage%20Interview%20(Form%20CR-1).dot Wage Interview (Form CR-1)]

*[http://epg.modot.org/forms/CO/Wage%20Interview%20(Form%20CR-1)%20Spanish.dot Wage Interview (Form CR-1) - Spanish]

===Forms for Contractor Use ===
====Construction and Contractor Related====

:*[http://www.modot.org/business/materials/Blank%202AA%20Sheet.pdf 2AA Sheet – Blank]

:*[http://www.modot.org/business/materials/example%202AA%20sheet.pdf 2AA Sheet – Example]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/AffidavitofPrevailingWage.pdf Affidavit for Compliance with Prevailing Wage Law]

:*[http://www.modot.org/business/materials/Project%20Conflict%20Resolution%20Flowchart.pdf Conflict Resolution Flowchart]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/ContractorAffidavit_C-242.pdf Contractor's Affidavit Regarding Settlement of Claims (C-242)]

:*[http://www.modot.org/business/contractor_resources/documents/Contractor_Questionnaire.pdf Contractor Questionnaire] (to bid contracts less than $2,000,000)

:*[[media:101 Contractor Monthly Trainee Report.doc|Contractor's Monthly Trainee Report]]

:*[http://www.modot.org/pdf/business/DBE.pdf DBE Program Submittal]

:*[http://www.modot.org/business/materials/Trainee%20Example%20Letter.pdf Example Letter to Trainee to be used by Contractor]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTContractorInformationalPacket.pdf Lead Abatement MoDOT Contractor Informational Packet]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTFAProjectNotification.pdf Lead Abatement MoDOT FA Project Notification]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTProjectNotification.pdf Lead Abatement MoDOT Project Notification]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementMODOTProjectRe-Notification.pdf Lead Abatement MoDOT Project Re-Notification]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/LeadAbatementProgramContactInfo.pdf Lead Abatement Program Contact Info]

:*[http://www.modot.org/business/contractor_resources/documents/PCQForm.pdf Prequalification Contractor Questionnaire] (to bid a contract of any size)

:*[http://www.modot.mo.gov/business/contractor_resources/documents/RequesttoSubcontract_FormC-220.pdf Request to Subcontract Work (C-220)]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/AffirmativeActionCertification.pdf Subcontractor Certification Regarding Affirmative Action]

:*[[media:101 Trainee Notification.doc|Trainee Notification]]

:*[[media:C-104.doc|Value Engineering Change Proposal (C-104)]]

:*[http://www.modot.org/business/materials/PreCon%20Flow%20Chart%20-%20Federal.pdf Wage Flowchart for Federal Jobs – Precon]

:*[http://www.modot.org/business/materials/PreCon%20Flow%20Chart%20-%20State.pdf Wage Flowchart for State Jobs – Precon]

:*[http://www.modot.org/business/materials/welder%20qualification%20form.pdf Welder Qualification Form]

:*[http://www.modot.org/business/materials/Waste%20Disposal%20Agreement.pdf Waste Disposal Agreement]

====Materials Related====
:*[http://www.modot.org/business/materials/Aggregate%20Quality%20Control%20Plan.pdf Aggregate Quality Control Plan]

:*[http://www.modot.org/business/materials/asphpayfactor.xls Asphalt Inspectors Worksheets: QA Pay Factor]

:*[http://www.modot.mo.gov/business/materials/AsphPlantInsp.xls Asphalt Inspectors Worksheets: Plant Inspection]

:*[http://www.modot.org/business/contractor_resources/documents/PipeShippingReportForm2.pdf CMP, RCP, Precast Drainage Units and Precast Box Culvert Shipping Report Form]

:*[http://www.modot.mo.gov/business/materials/Concrete%20Mix%20Design%20Submittal%20Form.xls Concrete Mix Design Submittal Form]

:*[http://www.modot.mo.gov/business/materials/Missouri%20CoreLok%20Aggregate%20Workbook.xls CoreLok Aggregate Workbook]

:*[http://www.modot.mo.gov/business/materials/pdf/vol_1/GS013F2.pdf Fabricator’s PAL Receival Form]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/NewProductEvaluationForm.pdf New Product Evaluation Form]

:*[http://www.modot.mo.gov/business/materials/pdf/vol_1/GS013F4.pdf PAL Program Inclusion Certifications and Guarantee Statement]

:*[http://www.modot.mo.gov/business/materials/Producer-Supplier%20List.pdf Producer/Supplier List]

:*[http://www.modot.org/business/contractor_resources/documents/PipeShippingReportForm_Thermoplastic.pdf PVC & HDPE Pipe Shipping Report Form]

:*[[media:101 Request for Transfer of Inpsected Materials.pdf|Request for Transfer of Inspected Materials]]

:*[http://www.modot.mo.gov/business/materials/pdf/vol_1/GS013F3.pdf Shipper’s PAL Transmittal Form]

====Posters, Federal Aid====

Please refer to [http://epg.modot.org/index.php?title=Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#Required_Notices_and_Posters EPG 110.2 Federal-Aid Projects, Required Notices and Posters].

====Posters, State Aid====

Please refer to [http://epg.modot.org/index.php?title=Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#Required_Notices_and_Posters EPG 110.2 Federal-Aid Projects, Required Notices and Posters].

====Utility or Right of Way Related====

:*[http://www.modot.mo.gov/asp/intentToWork.shtml Notice of Intent to Perform Work Process]

:*[http://www.modot.mo.gov/business/contractor_resources/documents/permit_external.pdf Permit for Work on Right of Way]

===Quick Reference Guides (QRGs) [[image:bulldozer.jpg|20px]]===

:* [[media:Change Order Codes.doc|Change Order Codes]]

:* [[media:change order reports July 2011.doc|Change Order Reports]]

:* [[media:change orders zero dollar.docx|Change Orders - Zero Dollar]]

:* [[media:Change Orders Feb 2013.docx|Change Orders]]

:* [[media:Change Orders – Mobilization and Contract Bond Feb 2013.docx|Change Orders – Mobilization and Contract Bond]]

:* [[media:Change Orders – Time Adjustment Feb 2013.docx|Change Orders – Time Adjustment]]

:* [[media:Change Orders – Value Engineering Feb 2013.doc|Change Orders – Value Engineering]]

:* [[media:Check for Current Version of SiteManager.doc|Check for Current Version of SiteManager]]

:* [[media:Cognos 8 Access for SM.doc|Cognos 8 Access for SM]]

:* [[media:Concrete Cylinder Sample Sent to Central Lab.doc|Concrete Cylinder Sample Sent to Central Lab]]

:* [[media:concrete mix design creation.doc|Concrete Mix Design Creation]]

:* [[media:Contract Adjustments July 31, 2012.docx|Contract Adjustments]]

:* [[media:Contract Master List Feb 2012.docx|Contract Master List]]

:* [[media:Contract Finalization.doc|Contract Finalization]]

:* [[media:Contractor Pay Estimates.docx|Contractor Pay Estimates]]

:* [[media:Daily Work Reports Aug 2012.docx|Daily Work Reports]]

:* [[media:Diaries.docx|Diaries]]

:* [[media:Digital Signature for Adobe Pro 10 (Contractors) 2013.docx|Digital Signature for Adobe Pro 10 (Contractors)]]

:* [[media:Digital Signature for Adobe Pro 10 (MoDOT).docx|Digital Signature for Adobe Pro 10 (MoDOT)]]

:* [[media:Digital Signature Frequently Asked Questions.doc|Digital Signature Frequently Asked Questions]]

:* [[media:Disposition Remarks for PAL Materials.doc|Disposition Remarks for PAL Materials]]

:* [[media:Equipment Rental Rates from the Blue Book.doc|Equipment Rental Rates from the Blue Book]]

:* [[media:Estimate Based Documentation Records.doc|Estimate Based Documentation Records]]

:* [[media:Filtering a SiteManager Pick List.doc|Filtering a SiteManager Pick List]]

:* [[media:Job Order Contracts Oct 22, 2012.docx|Job Order Contracts]]

:* [[media:Key Dates.docx|Key Dates]]

:* [[media:Line Item Adjustments Nov 2012.docx|Line Item Adjustments]]

:* [[media:Milestones.doc|Milestones]]

:* [[media:PAL Plant Inspection and Record.docx|PAL Plant Inspection and Record]]

:* [[media:SL Reason Codes for Time Extension Change Orders.doc|SL District Reason Codes for Time Extension Change Orders]]

:* [[media:Sample Record General 2013.docx|Sample Record General Information]]

:* [[media:Sample Record of DEC Inspection.doc|Sample Record of DEC Inspection]]

:* [[media:Sample Record of Soil Density Inspection.doc|Sample Record of Soil Density Inspection]]

:* [[media:Sample Record of Visual Inspection Nov 2010.doc|Sample Record of Visual Inspection]]

:* [[media:Sampling Checklist.docx|Sampling Checklist]]

:* [[media:Stockpiled Materials.doc|Stockpiled Materials]]

:* [[media:Subcontracts Aug 2012.docx|Subcontracts]]

:* [[media:SuperPave Adjustments.doc|SuperPave Adjustments]]

:* [[media:Terminal Services-Remote Desktop Connection.docx|Terminal Services/Remote Desktop Connection]]

:* [[media:Vendor Master List.doc|Vendor Master List]]

==Design==
{|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="160px" align="right"
|-
|'''Microstation D-Sheets'''
|-
|'''Signing'''
|-
|[[media:D-28.doc|D-28]]
|-
|[[media:D-29.pdf|D-29]]
|-
|[[media:D-30 2011.pdf|D-30]]
|-
|[[media:D-32.pdf|D-32]]
|-
|[[media:D-33.pdf|D-33]]
|-
|[[media:D-34.pdf|D-34]]
|-
|'''Signals'''
|-
|[[media:D-37a 0909.pdf|Form D-37A]]
|-
|[[media:D-37b.pdf|Form D-37B]]
|-
|[[media:D-37c.pdf|Form D-37C]]
|-
|[[media:D-37d.pdf|Form D-37D]]
|-
|[[media:D-38 0909.pdf|Form D-38]]
|-
|[[media:D-38a 0909a.pdf|Form D-38A]]
|-
|[[media:D-38b 0909.pdf|Form D-38B]]
|-
|[[media:D-38c 0909.pdf|Form D-38C]]
|-
|[[media:D-38d 0909.pdf|Form D-38D]]
|-
|[[media:D-38e 0909.pdf|Form D-38E]]
|-
|'''Typical Sections'''
|-
|[[media:D-49.pdf|Typical Section Bicycle Path (D-49)]]
|-
|[[media:231 Interstate Roadway (D-61).pdf|Interstate Roadway (D-61)]]
|-
|[[media:231 4-Lane (Non-Interstate) Major Rural Roadway (D-61).pdf|4-Lane (Non-Interstate) Major Rural Roadway (D-61)]]
|-
|[[media:231 2-Lane Major Rural Roadway - Super Two (D-60).pdf|2-Lane Major Rural Roadway, a "Super 2" (D-60)]]
|-
|[[media:231 Minor Rural Roadway (D-64).pdf|Minor Rural Roadway (D-64)]]
|-
|[[media:231 Diamond-Directional Ramp (Any AADT) (D-50).pdf|Diamond/Directional Ramp, Any ADT (D-50)]]
|-
|[[media:231 Diamond-Directional Ramp (Low AADT) (D-50).pdf|Diamond/Directional Ramp, Low ADT, Low Trucks (D-50)]]
|-
|[[media:231 Multi-Lane Ramp (D-53).pdf|Muti-Lane Ramp (D-53)]]
|-
|[[media:231 Loop Ramp (D-51).pdf|Loop Ramp (D-51)]]
|-
|[[media:231 Local Roadway (D-67).pdf|Local Roadway (D-67)]]
|-
|[[media:231 Low Volume Local Roadway (D-66).pdf|Local Roadway, Low AADT (D-66)]]
|-
|'''Miscellaneous'''
|-
|[[media:D-71.pdf|Widening and Resurfacing (D71)]]
|}
===Bridge===
*[http://epg.modot.mo.gov/forms/DE-Bridge/404%20Permits.dot 404 Permits]

*[http://epg.modot.mo.gov/forms/DE-Bridge/BridgeSurvey%20Report%20Form%20-%20English.dot Bridge Survey Report Form]

*[http://epg.modot.mo.gov/forms/DE-Bridge/Structural%20Rehabilitation%20Checklist.xlt Structural Rehabilitation Checklist (Excel)]

*[http://ghepg01/forms/BR/Vertical%20Clearance%20Design%20Exception%20Coordination%20with%20SDDCTEA%20Form.doc Vertical Clearance Design Exception Coordination with SDDCTEA]

===Checklist===
*[http://epg.modot.mo.gov/forms/DE-Checklist/Design%20Progress%20Check%20List.dot Design Progress Check List]

*[http://epg.modot.mo.gov/forms/DE-Checklist/District%20Final%20Design%20Checklist%20-%20D12.dot District Final Design Checklist - D12]

*[http://epg.modot.mo.gov/forms/DE-Checklist/Preliminary%20Plans%20Check%20List.dot Preliminary Plans Check List]

*[http://epg.modot.mo.gov/forms/DE-Checklist/Right%20of%20Way%20Check%20List.dot Right of Way Check List]

===Computer===
*[http://epg.modot.mo.gov/forms/DE-Computer/Design%20Computer%20Files%20&%20Drawings%20Log%20Sheet%20-%20D-97.dot Design Computer Files & Drawings Log Sheet - D-97]

*[http://epg.modot.mo.gov/forms/DE-Computer/MicroStation%20Computer%20Drawings%20Log%20Sheet%20-%20D96.dot MicroStation Computer Drawings Log Sheet - D96]

===Contracts===
*[http://epg.modot.mo.gov/forms/DE-Contracts/Award.dot Award]

*[http://www.modot.org/business/standards_and_specs/documents/ComputerDeliverableContractPlans.pdf Computer Deliverable Contract Plans 2005]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot Consultant Services Contract - State Funded (MoDOT Users)]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot De1]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot DE11]

*[http://epg.modot.mo.gov/forms/DE-Contracts/Sample%20Scope%20of%20Services%20-%20Location%20and%20Environment.dot Sample Scope of Services - Location and Environment]

*[http://epg.modot.mo.gov/forms/DE-Contracts/Sample%20Scope%20of%20Services%20Design.dot Sample Scope of Services Design]

===Design Forms===
*[http://epg.modot.mo.gov/forms/DE-DEForms/3R%20CONCEPTUAL%20STUDY%20REPORT.dot 3R Conceptual Study Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/4R%20PAVEMENT%20REHABILITATION%20ANALYSIS%20DATA%20AND%20CONCEPTUAL%20STUDY%20REPORT.dot 4R Pavement Rehabilitation Analysis Data and Conceptual Study Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Aerial%20Mosiac%20Submittal%20for%20Recon%20Study.dot Aerial Mosiac Submittal for Recon Study]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Commission%20Backup%20Form%20Blank.dot Commission Backup Form Blank]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Commission%20Backup%20Form%20Instructions.dot Commission Backup Form Instructions]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Conceptual%20Study%20Report.dot Conceptual Study Report]

*[http://epg.modot.org/forms/DE-DEForms/Consultant%20Rating%20Form.dot Consultant Rating Form]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Cultural%20Resource%20Assessment%20Letter.dot Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/D-28%20Sign%20Design%20Order%20Form.dot D-28 Sign Design Order Form]

*[[media:131.4 Design Exception Info.doc|Design Exception Information]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Equipment%20and%20Materials%20List.dot Equipment and Materials List]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Highway%20Lighting%20Warrants%20D21.dot Highway Lighting Warrants D21]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Inquiry%20Report.dot Inquiry Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Job%20Special%20Provisions%20Stylesheet.dot Job Special Provisions Stylesheet]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Location%20Study%20Report.dot Location Study Report]

* [[media:M-40 2013.docx|M-40 Request for Drilling Services]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Pavement%20Distress%20Log%20Form%20-%20Asphalt%20-%2011x17.dot Pavement Distress Log Form - Asphalt - 11x17]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Pavement%20Distress%20Log%20Form%20-%20Concrete%2011x17.dot Pavement Distress Log Form - Concrete 11x17]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Pavement%20Repair%20Log.dot Pavement Repair Log]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Preliminary%20Plans%20Proposal%20Review.dot Preliminary Plans Proposal Review]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Preliminary%20Signal%20Plan%20Submittal.dot Preliminary Signal Plan Submittal]

*[http://epg.modot.mo.gov/forms/DE-DEForms/PROJECT%20ASSIGNMENTS%20AND%20COMPLETION%20DATES.dot Project Assignments and Completion Dates]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Project%20Data%20for%20BAMS.dot Project Data for BAMS]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Project%20Initialization%20Estimate%20Form.dot Project Initialization Estimate Form]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Submittal%20to%20Professional%20Services%20Committee.dot Submittal to Professional Services Committee]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Suggested%20Revision%20to%20a%20CADD%20Standard.dot Suggested Revision to a CADD Standard]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Test-Cultural%20Resource%20Assessment%20Letter.dot Test-Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Traffic%20Signal%20Warrants,%20Form%20D22.dot Traffic Signal Warrants, Form D22]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Utility%20Print%20Submittal%20Letter.dot Utility Print Submittal Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Utility%20Print%20Submittal%20letter_Revised%20Plans.dot Utility Print Submittal letter_Revised Plans]

*[http://epg.modot.mo.gov/forms/DE-DEForms/WORK%20DAY%20STUDY%20-%20124.dot Work Day Study - 124]

===[http://epg.modot.org/index.php?title=Category:134_Engineering_Professional_Services#134.1.3_Consultant_Qualification Engineering Professional Services]===

===Environmental and Cultural===
*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20Form.dot Categorical Exclusion Form]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20For%20Hardships%20Determined.dot Categorical Exclusion Determination for Hardships]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20Form.dot Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Cultural%20Resource%20Structure%20Log.dot Cultural Resource Structure Log]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/DNR%20Land%20Survey%20Request.dot DNR Land Survey Request]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Farmland%20Conversion%20IMpact%20Rating%20(Site).dot Farmland Conversion Impact Rating (Corridor)]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Farmland%20Conversion%20Impact%20Rating%20(Corridor).dot Farmland Conversion Impact Rating (Site)]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Fig%202-06-9,%20Farmland%20Conversion%20Impact%20Rating.dot Fig 2-06-9, Farmland Conversion Impact Rating]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Initial%20Site%20Assessment%20Form.dot Initial Site Assessment Form]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Request%20for%20Environmental%20Studies.dot Request for Environmental Studies]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/RES%20Instruction%20sheet.doc RES Instruction sheet]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/STRUCT.dot STRUCT]

===Hearings===
*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot Generic Meeting Sign-Up Sheet]

*[http://epg.modot.mo.gov/forms/DE-Hearings/Notice%20of%20Formal%20Public%20Hearing.dot Notice of Formal Public Hearing]

*[http://epg.modot.mo.gov/forms/DE-Hearings/Open-House%20Public%20Hearing.dot Open-House Public Hearing]

*[http://epg.modot.mo.gov/forms/DE-Hearings/Public%20Hearing%20Statement%20Form.dot Public Hearing Statement Form]

===Materials===
*[http://epg.modot.mo.gov/forms/DE-Materials/Hazardous%20Waste%20Removal%20Bid%20Information.dot Hazardous Waste Removal Bid Information]

*[http://epg.modot.mo.gov/forms/DE-Materials/Itemized%20Proposal%20-%20Demolition,%20Asbestos,%20UST%20Removal.dot Itemized Proposal - Demolition, Asbestos, UST Removal]

*[http://epg.modot.mo.gov/forms/DE-Materials/Materials%20Suppliers,%20Source%20and%20Location.dot Materials Suppliers, Source and Location]

*[http://epg.modot.mo.gov/forms/DE-Materials/Request%20for%20Asphalt%20Cement%20%25%20Grade.dot Request for Asphalt Cement % Grade]

*[http://epg.modot.mo.gov/forms/DE-Materials/Soil%20Info%20Request.dot Soil Info Request]

*[http://epg.modot.mo.gov/forms/DE-Materials/Soil%20Survey%20Request.dot Soil Survey Request]

===Photo===
*[http://epg.modot.mo.gov/forms/DE-Photo/Aerial%20Photography%20Requisition.dot Aerial Photography Requisition]

*[http://epg.modot.mo.gov/forms/DE-Photo/Microfilm-Print%20Billing%20Form.dot Microfilm-Print Billing Form]

*[http://epg.modot.mo.gov/forms/DE-Photo/Prints%20of%20Previous%20Photography%20Requistion.dot Prints of Previous Photography Requistion]

*[http://epg.modot.mo.gov/forms/DE-Photo/Request%20for%20Color%20Copies.dot Request for addition to flight program]

*[http://epg.modot.mo.gov/forms/DE-Photo/Request%20for%20addition%20to%20flight%20program.dot Request for Color Copies]

===Planning===
*[http://epg.modot.mo.gov/forms/DE-Planning/ARAN%20Report%20Request.dot ARAN Report Request]

*[http://epg.modot.mo.gov/forms/DE-Planning/Conceptual%20Study%20Traffic%20Count%20Request.dot Conceptual Study Traffic Count Request]

*[http://epg.modot.mo.gov/forms/DE-Planning/Fis%20Formc.dot Fis Formc]

*[http://epg.modot.mo.gov/forms/DE-Planning/Turning%20Movement%20Traffic%20Count%20Request.dot Turning Movement Traffic Count Request]

===Right of Way===
*[http://epg.modot.org/forms/DE-ROW/Certification%20of%20Right%20of%20Way%20Plans%20for%20Condemnation%20Letter.dot Certification of Right of Way Plans for Condemnation Letter]

*[http://epg.modot.mo.gov/forms/DE-ROW/Forthcoming%20RW%20Plan%20changes.dot Forthcoming RW Plan Changes]

*[http://epg.modot.mo.gov/forms/DE-ROW/Preliminary%20Right%20of%20Way%20Estimate.dot Preliminary Right of Way Estimate]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Approval%20(Amended_Plans)%20Condemnation%20Required.dot Right of Way Approval (Amended Plans) Condemnation Required]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Plans%20Reviewed.dot Right of Way Plans Reviewed]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Plans%20to%20Dist%20RW%20Agent.dot Right of Way Plans to Dist RW Agent]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Change%20Information%20for%20Microfilming.dot RW Change Information for Microfilming]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Plans%20-%20Commission%20Certification%20(Amended).dot RW Plans - Commission Certification (Amended)]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Plans%20-%20Commission%20Certification.dot RW Plans - Commission Certification]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Plans%20Approval%20-%20Letter%20of%20Certification.dot RW Plans Approval - Letter of Certification]

===Scoping===
*[http://epg.modot.mo.gov/forms/DE-Scoping/Bridge%20Checklist.dot Bridge Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Construction%20and%20Materials%20Checklist.dot Construction and Materials Checklist]

*[[media:104.6 Design Checklist Apr 26, 2012.doc|Design Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Draft%20Project%20Scoping%20Memorandum.dot Draft Project Scoping Memorandum]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Environmental%20Checklist.dot Environmental Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/FHWA%20Checklist.dot FHWA Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Maintenance%20Checklist.dot Maintenance Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Major%20Project%20Scope%20or%20Estimate%20Change.dot Major Project Scope or Estimate Change]
[[image:101 survey.jpg|right|150px]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Non-Major%20Project%20Scope%20or%20Estimate%20Change.dot Non-Major Project Scope or Estimate Change]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Planning%20Checklist.dot Planning Checklist]

*[[media:104.6 Project Development Liaison Checklist Apr 26, 2012.doc|Project Development Liaison Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Project%20Estimate%20Quality%20Assurance%20Report.dot Project Estimate Quality Assurance Report]

*[[media:104.6 Project Scoping Checklist Apr 26, 2012.doc|Project Scoping Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Project%20Scoping%20Memorandum.dot Project Scoping Memorandum]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Public%20Information%20and%20Outreach%20Checklist.dot Public Information and Outreach Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Railroad%20Checklist.dot Railroad Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Right%20of%20Way%20Checklist.dot Right of Way Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Traffic%20Checklist.dot Traffic Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Utilities%20Checklist.dot Utilities Checklist]

===Survey===
*[http://epg.modot.mo.gov/forms/DE-Survey/Center%20Line%20Staking%20-%20Letter%20to%20Property%20Owner.dot Center Line Staking - Letter to Property Owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Center%20Line%20Staking.dot Center Line Staking]

*[http://epg.modot.mo.gov/forms/DE-Survey/Permanent%20RW%20Marker%20Setting%20-%20letter%20to%20property%20owner.dot Permanent RW Marker Setting - letter to property owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Permanent%20RW%20Marker%20Settings.dot Permanent RW Marker Settings]

*[[media:238.2.18.2 Plat Review Checklist.pdf|Form 238.2.18.2 Plat Review Checklist]]

*[http://epg.modot.mo.gov/forms/DE-Survey/Preliminary%20Surveying%20-%20letter%20to%20property%20owner%201.dot Preliminary Surveying - letter to property owner 1]

*[http://epg.modot.mo.gov/forms/DE-Survey/Preliminary%20Surveying%20-%20letter%20to%20property%20owner.dot Preliminary Surveying - letter to property owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Preliminary%20Surveying.dot Preliminary Surveying]

*[http://epg.modot.mo.gov/forms/DE-Survey/238.2.17 Professional Land Surveyor.dot Professional Land Surveyor Description Review Form]

*[http://epg.modot.mo.gov/forms/DE-Survey/RW%20Marker%20Setting.dot RW Marker Setting]

*[http://epg.modot.mo.gov/forms/DE-Survey/Survey%20Request%20Form.dot Survey Request Form]

==Maintenance==
*[[media:101 Maintenance - Deer Death Report Form and Map.xls|Deer Death Report Form and Map (Excel)]]

===Chip Seal Forms===
*[http://wwwi/maintenance/Forms/App%20Adjust%20Form.pdf Application Adjustment Factor Form]
*[http://wwwi/maintenance/Forms/Traffic%20Eval%20Factor.pdf Traffic Evaluation Factor (TEF) for Asphalt Application Adjustment]

===Bridge Maintenance===
*[[media:101 Maintenance - blankinspreport.pdf|Blank Inspection Report]]
*[[media:101 Maintenance - bridgemaintenancerepairreport.xls|Bridge Maintenance Repair Report (Excel)]]
*[http://ghepg01/forms/BR/774_Cathodic_System_Evaluation.dotx Cathodic System Evaluation]
*[[media:101 Maintenance - CIF - Written form.dot|CIF (Critical Inspection Finding)]]
*[[media:101 Maintenance - Follow-up Action Required-Written form.doc|FAR (Follow-Up Action Required)]]
*[[media:101 Maintenance - maintmatlusage.xls|Maintenance Material Usage (Excel)]]
*[[media:101 Maintenance - Maintenance Recommendation Report.pdf|Maintenance Recommendation Report]]
*[[media:101 Maintenance - paintdatareportformblank.xls|Paint Data Report (Excel)]]
*[[media:101 Maintenance - Photo Log.xls|Photo Log Sheet (Excel)]]

===Snow & Ice Control===
*[[media:101 Maintenance - Snow and Ice Control Equipment Inventory.xls|Snow and Ice Control Equipment Inventory (Excel)]]
*[[media:101 Maintenance - Chemical Requirements.xls|Chemical Requirements (Excel)]]
*[[media:101 Maintenance - Salt Storage.xls|Salt Storage (Excel)]]

===Rest Areas===
*[[media:101 Maintenance - Rest Area Truck Parking.xls|Rest Area Truck Parking (Excel)]]
*[[media:101 Maintenance - REST AREA inspection_2005.doc|Rest Area Inspection]]

===Commuter Lots===
*[[media:101 Maintenance - Commuter Lot Inspection Form.xls|Commuter Lot Inspection (Excel)]]
*[[media:101 Maintenance - Commuter Lot Survey.pdf|Commuter Lot Survey]]

===Disasters===
*[[media:101 Maintenance - DDIR.xls|Detailed Damage Inspection Report (Excel)]]
*[[media:101 Maintenance - Non Federal Aid Route DDIR.xls|FEMA Detailed Damage Inspection Report (Excel)]]

===Performance Indicators===

===Pavement Management===

==Motor Carrier Services==
*[http://epg.modot.mo.gov/forms/MCS/Accounting%20Payment%20Error%20Notice.dot Accounting Payment Error Notice]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Altered%20Temporary.dot IRP Altered Temporary]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Outstanding%20Temporaries.dot IRP Outstanding Temporaries]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Surrendering%20Plates.dot IRP Surrendering Plates]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Suspension.dot IRP Suspension]

*[http://epg.modot.mo.gov/forms/MCS/IRP-IFTA%20Reject%20Letters.dot IRP-IFTA Reject Letters]

*[http://epg.modot.mo.gov/forms/MCS/MCS%20MoDOT%20Letterhead.dot MCS MoDOT Letterhead]

==Planning==
*[http://epg.modot.mo.gov/forms/MCS/MCS%20MoDOT%20Letterhead.dot MTFC Letterhead]

==Resource Management==
*[[media:235 Agreements Checklist.doc|Agreements Checklist]]

==Right of Way==
*[http://epg.modot.mo.gov/forms/RW/RW%20Mortgage%20Analyzer.xlt RW Mortgage Analyzer (Excel)]
===General Information===
===Right of Way Organization and Personnel===
===Administration===

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Acquisition%20Complete%20Cost%20Estimate%20Worksheet_Form%203-3_3B.dot Acquisition Complete Cost Estimate Worksheet_(Form 3-3_3B)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Categorical%20Exclusion%20Review_Form%203-1_2.dot Categorical Exclusion Review_(Form 3-1_2)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Request%20for%20Acquisition%20Authority_Form%203-6_10A.dot Request for Acquisition Authority_(Form 3-6_10A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_1A%20.dot Request for Federal Funding_Limited Acquisition Authority_(Form 3-4_1A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_1B.dot Request for Limited Acquisition Authority_(Form 3-4_1B)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_2A.dot Request for Federal Funding_(Form 3-4_2A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Right%20of%20Way%20Cost%20Estimate%20Worksheet_Form%203-3_3A.dot Right of Way Cost Estimate Worksheet_(Form 3-3_3A)]

*[http://ghepg01/forms/RW/Chapter%203_Administration/Right%20of%20Way%20Cost%20Estimate_Form%203-3_3C.dotx Right of Way Cost Estimate_(Form 3-3_3C)]

*[http://ghepg01/forms/RW/Chapter%203_Administration/Form%203-4_1C.dot Safe and Sound Acquisition Authority Date (Form 3-4.1C)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Supplemental%20Page_Form%203-3_3A.dot Supplemental Page_(Form 3-3_3A)]

===Description Writing and Titles===

*[http://epg.modot.mo.gov/forms/RW/Chapter%204_Description%20Writing%20&%20Titles/Affidavit%20of%20Scriveners%20Error%20Form%204_6_4a.dot Affidavit of Scrivener's Error (Form 4-6.4a)]

===Property Management===

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/ Internet Posting Request]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Property%20Inventory%20Record.dot Property Inventory Record]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Property%20Inventory%20Record%20Instructions.dot Property Inventory Record Instructions]

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/Real%20Estate%20Risk%20Assessment%20Form.pdf Real Estate Risk Assessment Form]

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/Realty%20Asset%20Sale%20Legal%20Opinion%20Memo.pdf Realty Asset Sale Legal Opinion Memo]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Form%20236.5.19a.dot Request for Excess Parcel Survey (Form 236.5.19a)]

===Appraisal and Appraisal Review===
===Negotiation===
===Relocation Assistance Program===

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Advance%20Increased%20Interest%20Payment%20Agreement.dot Advance Increased Interest Payment Agreement (Form 236.8.11.4(d)(2))]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Advance%20Replacement%20Housing%20and%20Increased%20Interest%20Pmt%20Agreement.dot Advance Replacement Housing and Increased Interest Payment Agreement (Form 236.8.11.4(d)(1))]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Condemnation%20Agreement%20Residential%20Property.dot Condemnation Agreement Residential Property (Form 236.8.9.3(e)(1))]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Form%20236.8.6.4.dot Relocation Report (Form 236.8.6.4)]

*[http://ghepg01/forms/RW/Chapter%208_Relocation/Form%20236_8_5_2.dot Relocatee Needs Questionnaire]

===Asbestos Abatement-Removal of Building Improvement===
===Right Of Way Condemnation===
===Mediation===
===Quality Assurance Reviews===
===Designing Right of Way Plans===
===Change in Route Status Report===
===Requests from Cities for Annexations===
===Outdoor Advertising===

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ADMREVREQUEST.dot Administrative Review Request]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ADV%20PROFILE%20REPORT1.DOT ADV Profile Report]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/Application%20for%20Outdoor%20Advertising%20Vegetation%20Permit.pdf Application for Outdoor Advertising Vegetation Permit]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ILLEGAL%20COURTESY%20LTR2.DOT Courtesy Letter ("cannot be permitted")]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ILLEGAL%20COURTESY%20LTR1.DOT Courtesy Letter ("possibly permitted")]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/CUTOUT%20EXTENSION.dot Cutout or Extension]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/NEW%20PERMIT.pdf New Permit]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/NEW%20ROUTE.pdf New Route]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTE%20OF%20WITHDRAWAL.pdf Notice of Withdrawal (OAN-15)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/noticepropowner.dot Notice to Property Owner]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTETOREMOVE3.dot Notice to Remove (NTR)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTICESIGNOWNR.dot Notice to Sign Owner]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTETOTERMNATE.dot Notice to Terminate (NTT)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/NOTETOVOID.dot Notice to Void (Release of Permit)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/ODAPERMIT.dot Outdoor Advertising Permit]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/Outdoor%20Advertising%20Permit%20Application.pdf Outdoor Advertising Permit Application]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/BIENNIALPERMITCOVER.dot Outdoor Advertising Permit Cover Letter]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/PERMIT%20TRANSFER%20APPLICATION.pdf Permit Transfer Application]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/Unzoned%20Qualifying%20Business%20Checklist.dot Qualifying Business Checklist]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/RELEASELETTER.dot Release Letter]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/REJECTAPPCOVER.dot Rejection Letter for Outdoor Advertising Permit Application]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/scanning%20procedure.doc Scanning Procedures]

*[http://ghepg01/forms/RW/Chapter%2016_Outdoor%20Advertising/SIGN%20STATUS.pdf Sign Status]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/Vegetation_Cost_Letter.dot Vegetation Cost Letter]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/REJECTVEG.dot Vegetation Rejection letter]

*[http://epg.modot.mo.gov/forms/RW/Chapter%2016_Outdoor%20Advertising/VoidCover.dot Void Cover Letter]

===Junkyards===

* [http://ghepg01/forms/RW/Chapter%2017_Junkyards/Application%20for%20License%20to%20Maintain%20A%20Junkyard.pdf Application for License to Maintain a Junkyard]

===Local Public Agency Land Acquisition===

File:M-40b Sounding Layout.doc

2013-04-15T21:01:20Z

Struej1:

File:M-40a Request for Final Soundings of Structures.doc

2013-04-15T21:01:18Z

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File:M-40a Request for Final Soundings of Structures.dot

2013-04-15T20:55:01Z

Struej1:

File:M-40b Sounding Layout.dot

2013-04-15T20:55:01Z

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MediaWiki:Sidebar

2012-09-17T20:12:46Z

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* navigation box
** mainpage|mainpage
**category:100 GENERAL|100 General
**category:136 Local Public Agency (LPA) Policy|136 LPA Policy
**category:200 GEOMETRICS|200 Geometrics
**category:300 BASES|300 Bases
**category:400 FLEXIBLE PAVEMENT|400 Flexible Pavement
**category:500 RIGID PAVEMENT|500 Rigid Pavement
**category:600 INCIDENTAL CONSTRUCTION|600 Incidental Construction
**category:700 STRUCTURES AND HYDRAULICS|700 Structures and Hydraulics
**category:800 ROADSIDE DEVELOPMENT|800 Roadside Development
**category:900 TRAFFIC CONTROL|900 Traffic Control
**category:1000 MATERIALS|1000 Materials
**category:1100 Maintenance Materials|1100 Maintenance Materials

**category:Safe and Sound|Safe and Sound
**category:Minor Routes Shouldering Project Guidelines|Minor Routes Shouldering Project Guidelines
** helppage|help
**http://epg.modot.mo.gov/index.php?title=Category:101_Standard_Forms#Quick_Reference_Guides_.28QRGs.29|QRGs

106.18 Technician Certification Program

2012-08-27T20:13:29Z

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{| align="right"
|+
|[[image:106.3a.gif|center|140px]]||[[image:106.3c.gif|center|140px]]
|-
||[[image:106.3b.gif|center|140px]]||[[image:106.3d.gif|center|140px]]
|}

The [http://www.modot.mo.gov/business/materials/pdf/TechCert/TechContent.pdf Technician Certification Program] web page includes information on how to become certified including applications, course calendar and certification manuals.

:::::'''FREE WEB-BASED TRAINING AVAILABLE'''

:::[[image:106.18 tccc.jpg|left|465px]]

TCCC trainings are housed and delivered through our partners, FHWA and [http://www.nhi.fhwa.dot.gov/default.aspx National Highway Institute (NHI)]. You are encouraged to take these training courses.

You can use the links below or find the courses by searching the course number.

Upon successful completion of each course, print your Certificate of Training and send it to your
[http://ghlmsweb01/stc/modot/psciis.dll?linkid=753084&mainmenu=MODOT&top_frame=1 Learning Management System (LMS)] representative to have it added to your profile.

[[image:106.18 lms.jpg|center|500px|thumb|<center>'''Click "Training Admins" to find your profile on the [http://ghlmsweb01/stc/modot/psciis.dll?linkid=753084&mainmenu=MODOT&top_frame=1 LMS] site.</center>''']]

'''Basic Courses for Everyone'''

1. [http://www.nhi.fhwa.dot.gov/training/course_detail.aspx?num=FHWA-NHI-134069&cat=&key=FHWA-NHI-134069&num=&loc=&sta=%25&typ=%25&ava=1&str=&end=&tit=&lev=&drl= TCCC FHWA-NHI-134069, Ethics Awareness in the Transportation Industry]

2. [http://www.nhi.fhwa.dot.gov/training/course_detail.aspx?num=FHWA-NHI-134071&cat=&key=FHWA-NHI-134071&num=&loc=&sta=%25&typ=%25&ava=1&str=&end=&tit=&lev=&drl= TCCC FHWA-NHI-134071, Improving the Daily Diary]

3. [http://www.nhi.fhwa.dot.gov/training/course_detail.aspx?num=FHWA-NHI-134108A&cat=&key=FHWA-NHI-134108A&num=&loc=&sta=%25&typ=%25&ava=1&str=&end=&tit=&lev=&drl= TCCC FHWA-NHI-134108A, Highway Plan Reading Basics]

4. [http://www.nhi.fhwa.dot.gov/training/course_detail.aspx?num=FHWA-NHI-134072&cat=&key=&num=134072&loc=&sta=%25&typ=%25&ava=1&str=&end=&tit=&lev=&drl= TCCC FHWA-NHI-1341072, Math Module]

5. [http://www.nhi.fhwa.dot.gov/training/course_detail.aspx?num=FHWA-NHI-134078&cat=&key=&num=134078&loc=&sta=%25&typ=%25&ava=1&str=&end=&tit=&lev=&drl= TCCC FHWA-NHI-1341078, GPS Technology]

6. [http://www.nhi.fhwa.dot.gov/training/course_detail.aspx?num=FHWA-NHI-381001&cat=&key=&num=381001&loc=&sta=%25&typ=%25&ava=1&str=&end=&tit=&lev=&drl= TCCC FHWA-NHI-381001, Safety Orientation]

7. [http://www.nhi.fhwa.dot.gov/training/course_detail.aspx?num=FHWA-NHI-381007&cat=&key=&num=381007&loc=&sta=%25&typ=%25&ava=1&str=&end=&tit=&lev=&drl= TCCC FHWA-NHI-381007, PPE and High Visibility Garments]

'''Contact Info'''

The contact for more information on Technician Certification or TCCC Web-based Training information is:

::Jeff Huffman

::Senior Materials Specialist

::Technician Certification Program

::Construction & Materials

::Phone: 573-522-2742

::Fax: 573-526-0857

::mailto:Jeffrey.Huffman@modot.mo.gov

[[category:106_Control of Material|106.18]]

106.18 Technician Certification Program

2012-08-27T20:11:32Z

Struej1:

{| align="right"
|+
|[[image:106.3a.gif|center|140px]]||[[image:106.3c.gif|center|140px]]
|-
||[[image:106.3b.gif|center|140px]]||[[image:106.3d.gif|center|140px]]
|}

The [http://www.modot.mo.gov/business/materials/pdf/TechCert/TechContent.pdf Technician Certification Program] web page includes information on how to become certified including applications, course calendar and certification manuals.

:::::'''FREE WEB-BASED TRAINING AVAILABLE'''

:::[[image:106.18 tccc.jpg|left|465px]]

TCCC trainings are housed and delivered through our partners, FHWA and [http://www.nhi.fhwa.dot.gov/default.aspx National Highway Institute (NHI)]. You are encouraged to take these training courses.

You can use the links below or find the courses by searching the course number.

Upon successful completion of each course, print your Certificate of Training and send it to your
<a href="http://ghlmsweb01/stc/modot/psciis.dll?linkid=753084&mainmenu=MODOT&top_frame=1" target="_blank">Learning Management System (LMS)</a> representative to have it added to your profile.

[[image:106.18 lms.jpg|center|500px|thumb|<center>'''Click "Training Admins" to find your profile on the [http://ghlmsweb01/stc/modot/psciis.dll?linkid=753084&mainmenu=MODOT&top_frame=1 LMS] site.</center>''']]

'''Basic Courses for Everyone'''

1. [http://www.nhi.fhwa.dot.gov/training/course_detail.aspx?num=FHWA-NHI-134069&cat=&key=FHWA-NHI-134069&num=&loc=&sta=%25&typ=%25&ava=1&str=&end=&tit=&lev=&drl= TCCC FHWA-NHI-134069, Ethics Awareness in the Transportation Industry]

2. [http://www.nhi.fhwa.dot.gov/training/course_detail.aspx?num=FHWA-NHI-134071&cat=&key=FHWA-NHI-134071&num=&loc=&sta=%25&typ=%25&ava=1&str=&end=&tit=&lev=&drl= TCCC FHWA-NHI-134071, Improving the Daily Diary]

3. [http://www.nhi.fhwa.dot.gov/training/course_detail.aspx?num=FHWA-NHI-134108A&cat=&key=FHWA-NHI-134108A&num=&loc=&sta=%25&typ=%25&ava=1&str=&end=&tit=&lev=&drl= TCCC FHWA-NHI-134108A, Highway Plan Reading Basics]

4. [http://www.nhi.fhwa.dot.gov/training/course_detail.aspx?num=FHWA-NHI-134072&cat=&key=&num=134072&loc=&sta=%25&typ=%25&ava=1&str=&end=&tit=&lev=&drl= TCCC FHWA-NHI-1341072, Math Module]

5. [http://www.nhi.fhwa.dot.gov/training/course_detail.aspx?num=FHWA-NHI-134078&cat=&key=&num=134078&loc=&sta=%25&typ=%25&ava=1&str=&end=&tit=&lev=&drl= TCCC FHWA-NHI-1341078, GPS Technology]

6. [http://www.nhi.fhwa.dot.gov/training/course_detail.aspx?num=FHWA-NHI-381001&cat=&key=&num=381001&loc=&sta=%25&typ=%25&ava=1&str=&end=&tit=&lev=&drl= TCCC FHWA-NHI-381001, Safety Orientation]

7. [http://www.nhi.fhwa.dot.gov/training/course_detail.aspx?num=FHWA-NHI-381007&cat=&key=&num=381007&loc=&sta=%25&typ=%25&ava=1&str=&end=&tit=&lev=&drl= TCCC FHWA-NHI-381007, PPE and High Visibility Garments]

'''Contact Info'''

The contact for more information on Technician Certification or TCCC Web-based Training information is:

::Jeff Huffman

::Senior Materials Specialist

::Technician Certification Program

::Construction & Materials

::Phone: 573-522-2742

::Fax: 573-526-0857

::mailto:Jeffrey.Huffman@modot.mo.gov

[[category:106_Control of Material|106.18]]

MediaWiki:Sidebar

2012-08-02T12:43:21Z

Struej1:

* navigation box
** mainpage|mainpage
**category:100 GENERAL|100 General
**category:136 Local Public Agency (LPA) Policy|136 LPA Policy
**category:200 GEOMETRICS|200 Geometrics
**category:300 BASES|300 Bases
**category:400 FLEXIBLE PAVEMENT|400 Flexible Pavement
**category:500 RIGID PAVEMENT|500 Rigid Pavement
**category:600 INCIDENTAL CONSTRUCTION|600 Incidental Construction
**category:700 STRUCTURES AND HYDRAULICS|700 Structures and Hydraulics
**category:800 ROADSIDE DEVELOPMENT|800 Roadside Development
**category:900 TRAFFIC CONTROL|900 Traffic Control
**category:1000 MATERIALS|1000 Materials
**category:1100 Maintenance Materials|1100 Maintenance Materials

**category:Safe and Sound|Safe and Sound
**category:Minor Routes Shouldering Project Guidelines|Minor Routes Shouldering Project Guidelines
** helppage|help
**http://ghepg01/index.php?title=Category:101_Standard_Forms#Quick_Reference_Guides_.28QRGs.29|QRGs

Category:Safe and Sound

2012-07-26T15:29:54Z

Struej1:

[[Image:Safe & Sound Deterioration.jpg|right|450px]]

The Missouri Department of Transportation's Safe & Sound Bridge Improvement Program is a two-phase program to improve 802 of the state’s lowest-rated bridges by Oct. 31, 2014.
{|style="padding: 0.3em; margin-right:7px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="190px" align="left"
|-
|'''Additional Information'''
|-
|[http://epg.modot.mo.gov/documents/Safe%20and%20Sound%202012.pdf Best Practices for Bridge Construction on the Safe and Sound Design-Build Project, 2012]
|}

Some 248 bridges have been identified for rehabilitation, and many of those are already under construction. They are being put out for bid in groups according to location, type or size to expedite the design and construction process.

The other 554 bridges are scheduled for replacement and have been packaged in a single Design-Build contract. KTU Constructors has commited to complete construction by Dec. 31, 2013.

'''Safe and Sound Modified-Design-Bid-Build Guidelines''' are presented here.

==General Information==
[[Image:Safe & Sound Contract Signing.JPG|right|400px]]
*Safe and Sound’s (SAS) new direction is to move forward with 248 bridges as Modified-Design-Bid-Build (MDBB) and 554 bridges as [[:Category:139 Design - Build|Design-Build]].
*We have a public commitment to have 100 of the 248 bridges under contract/construction by Spring 2009.
*The design-build package that includes 554 bridges has been awarded to KTU Constructors.
*The 248 bridges under the MDBB portion will have bridges grouped by type, size and location to accelerate construction schedules. Bridges may be grouped across district lines.
*The 100 "quick start" bridges will be those getting new superstructures or redecking or rehabilitation only.
*The remaining 148 bridges on the MDBB could consist of: new superstructures, redecking, rehabilitation or replacement.

==Budget==
*Issuing Bonds to finance the project.
*$50 Million/Year Bond Payment based on current interest rates that is approximately $700,000,000 (includes PE, CE, incidentals, contingency, R/W, utilities) for all 802 bridges.
*The Budget for MDBB will be provided by SAS.
*Prior approval shall be required from SAS Team to add scope using District funding above the current designated project budget.
*Performance Plus WILL NOT be implemented for design (since they didn’t set the estimate) but WILL BE implemented for construction based on award vs. final construction.
*'''[[:Category:143 Practical Design|PRACTICAL DESIGN]]!'''
{|style="padding: 0.3em; margin-left:7px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="250px" align="right"
|-
|<center>'''Video'''</center>
|-
|[[media:Safe and Sound Boone.wmv|Safe and Sound Bridge, Boone County]]
|}

==Public Involvement==
*Bob Brendel sent out a package of information via email on 10-7-08.
*Districts role in PI for the Design Build bridges will be very similar to that of the MDBB bridges. KTU will supply technical design and construction operations for MoDOT to relay to the public. More info from KTU to come.

==Right of Way==
*For 100 "quick start" bridges – MINIMIZE ROW or easements.
*For remaining 148 bridges – should be minimal but may include ROW and/or easements which require a ROW clearance.

==Environmental/Cultural Clearances==
[[Image:Safe & Sound Causeway.jpg|right|400px]]
*The [[127.14 National Environmental Policy Act (NEPA) Classification and Documents|NEPA Classification]] for each SAS Bridge Project has been determined and can be found in ProjectWise at the following location:

:''pwname://MoDOT Design-Build/Documents/Safe and Sound/District Coordinators/Central Office/BIP Database/BIP Database Revised 04 Jun 2008.mdb''

Each district has a select few individuals (District SAS Coordinator, Project Managers etc.) that have access to this database, please contact your district coordinator for a copy of this document.

*The above referenced database has a column labeled CE Category. If this column is left blank it is intended that the project is a CE with no conditions, but if a number is listed in this column please reference the following PDF file for definitions:

:''pwname://MoDOT Design-Build/Documents/Safe and Sound/District Coordinators/Central Office/BIP Database/EnironmentalInformationTableHeadingDefinitions.pdf''

*If a project bridge has conditions, meaning a number listed in the CE Category column in the above-mentioned database, please contact Buck Brooks with the Environmental Section for further guidance.
*Most SAS Bridge Projects have the NEPA classification – Categorical Exclusion (CE), but some are classified as a conditional CE. This is the most common condition as long as you stay within existing right-of-way, but the District will need to check the list to determine the exact classification.
*The SAS Team and the Environmental Section will work with the Project Managers to review the screening information and assist with specific requirements and/or permit issues for individual bridges.
*[[Demolition and Removal of Improvements|Asbestos and lead paint]] test results are also present within the informational documents folder, within the subfolder for each individual bridge.
*Specific issues are also noted in the Environmental Approvals document found in ProjectWise at the following location:

:''pwname://MoDOT Design-Build/Documents/Safe and Sound/District Coordinators/Central Office/BIP Environmental Documents/Environmental Approval 08 20 08.doc''

*'''The District shall submit a [[127.1 Request for Environmental Services|Request for Environmental Services (RES)]] for each Bridge package to the Environmental Unit for review.'''

==FHWA Oversight==
*The [http://www.fhwa.dot.gov/modiv/index.htm Federal Highway Administration] will be reviewing plans and providing comments, however they are not going to require their approval to proceed with design/construction of these bridges, once [[121.3 The Statewide Transportation Improvement Program (STIP)|STIP]] programming/funding updates are provided. The SAS team will disseminate information based on comments received.

==Safety Appurtenances==
[[Image:Safe & Sound D9 New Bridge.JPG|right|425px]]
*[[606.1 Guardrail|Guardrail]]
:*SAS Team has produced a spreadsheet that indicates whether or not the bridge ends will need guardrail or not. This file is located in ProjectWise at the following location:

::''pwname://MoDOT Design-Build/Documents/Safe and Sound/District Coordinators/Central Office/BIP Database/No_Guardrail_per_EPG.pdf''

:*If the spreadsheet indicates "no" in guardrail column that means according to the EPG no guardrail is required at the bridge ends. If the spreadsheet indicates "yes" or is blank in the guardrail column that means guardrail is SAS MDBB General Guidelines required per MoDOT policy. Design exceptions may be pursued by districts to eliminate approach guardrail.
:*If approach guardrail is used for bridge ends, Districts will design the appropriate length of need with an approved crashworthy end treatment.
:*When crashworthy end treatments are used, the grading requirements (including taper) are part of the pay item for the end treatment. See [http://modot.mo.gov/business/standards_and_specs/documents/60600.pdf Standard Plan 606.00]
:*Guardrail should be tapered away from the roadway (1’) to avoid public perception that the bridge is narrower than it is and to avoid snow plow damage. Please use [http://modot.mo.gov/business/standards_and_specs/documents/60600.pdf Standard Plan 606.00] Grading Limits for Type A Non-Flared Offset Crashworthy End Terminal.
:*For grading between the Crashworthy end terminal and the bridge wing use "furnishing and placing rock fill" or "embankment in place" for the additional fill material needed behind the guardrail.
:*If there isn’t enough room for placing rock fill or embankment in place behind the end terminal with in existing ROW, a design exception should be considered.
:*If the Type A guardrail (Bridge Anchor, Transition, CET) will not fit due to constraints such as an entrance close to the bridge end, a Type C CET is allowable. The Type C CET’s are approximately 18’ to 21’ in length and do not require a transition or bridge anchor section and can be bolted directly to the bridge barrier.
*Delineators (if no guardrail end treatment are used)
:*Include 3 channel post delineator signs for each bridge end as pay items in the contract.

==Design Exceptions==
*All design exceptions require signatures by District and the SAS Team.
*The [[media:131.4 Design Exception Info.doc|Design Exception Form]] has a place for the SAS Team’s Signature.
*FHWA will have to approve design exceptions on ALL interstate bridges (on or over the interstate) regardless of the dollar amount. FHWA will not have to approve design exceptions on any other routes but the SAS team will send FHWA a courtesy copy of the design exceptions.

==Field Inspection==
[[Image:Safe & Sound Widening.JPG|right|375px]]
*MoDOT district staff will be responsible for all construction inspection on the SAS bridges.
*Construction staff should not notice any difference in the 248 MDBB bridges with exception of coordinating traffic control with the Maintenance Division.
*The 554 design-build bridges will have very similar inspections as normal jobs, there will be some differences as there are no pay items. Payments will be made on a completion schedule basis.

==Pavements and Depth Transitions==
*The '''bridge approach slab''' (bridge pay item) will be used on [http://epg.modot.mo.gov/files/7/72/232_Major_Highways_Map.pdf Major Routes] only.
*The '''modified bridge approach slab''' (roadway pay item) will used on Minor Roads with ''concrete pavement''. See [[:Category:503 Bridge Approach Slabs|Bridge Approach Slabs]] for more information.
*The '''approach pavement''' (not to be confused with the Bridge Approach Slab) for re-deck and superstructure replacement jobs will be '''optional pavement'''. All Interstate and Major Routes will need a pavement type recommendation from the Pavement Team. For Minor Routes, the optional pavement will consist of the contractor’s option of hot mix, cold mix, or concrete with details as shown in the special sheet [http://modot.mo.gov/business/standards_and_specs/SpecialSheets.htm Pavement Transitions at Bridge Ends]. There have been several maintenance issues with non-reinforced concrete that is used as the approach pavement; therefore reinforced concrete shall be used in this case.

*Bridge Re-deck Projects and Superstructure Replacement Projects:
:*If the depth transition is GREATER than 6” vertically, then the District should compute all corresponding quantities, list them on the quantity sheets and each item will be paid for by contract unit prices. Any pavement for a width transition should also be computed and listed in the quantity sheets. The Pavement at Bridge Approaches JSP and Pavement Transition at Bridge Ends Special Sheet should not be used for these cases.
:*If the depth transition is LESS than 6” vertically, then the District should put the new special sheet titled [http://modot.mo.gov/business/standards_and_specs/SpecialSheets.htm Pavement Transition at Bridge Ends] in the plans and the District shall use the new JSP titled [http://www3.modot.mo.gov/JOBSPEC2.NSF/172856ff65ca19dc862567bb004c65cd/21923f3f70a9b10b862574dc004e20ac?OpenDocument Pavement at Bridge Approaches].
::*Pavement replacement on existing grade (new bridge elevation = old bridge elevation) will be considered no direct pay (Minimal pavement work is anticipated in these cases).
::*Pavement replacement/repair and any corresponding incidental work on SAS jobs with vertical depth transitions up to 6”, should be paid for by using the following pay item: 401-99.01 Misc Pavement, LUMP SUM.
:*While the use of the JSP and Special Sheet listed above are strongly encouraged, in any case that the District feels obligated to fully design the pavement transitions in lieu of using the special sheet and JSP, they may do so. If the District chooses this route, please be sure to list the pavement as optional and the concrete option must be reinforced with at least No. 4 reinforcing bars (lat. & long.) 12 in. O.C. at mid-depth.
:*District should verify if the widening/width transitions at the bridge ends will require significant earthwork to the point where ditch grades and/or hydraulics will be affected. In this case, the District should compute all corresponding quantities, list them on the quantity sheets and each item will be paid for by contract unit prices. District Designers should discuss this information with the assigned PM and District SAS Coordinator to verify if a full design is warranted.
*Bridge Replacements Projects
:*SAS Team to set bridge widths
:*For pavement depth transitions, coordinate with SAS Team.
*Exact bridge widths may be obtained from the Bridge Division

==[[:Category:620 Pavement Marking|Pavement Markings]]==
*MoDOT forces will be striping most SAS projects.
*Temporary raised pavement markers (temporary tabs) shall be included as a part of the contract, but could be under-run later depending on weather and coordination with District striping crews.
*Appropriate temporary raised pavement markers or permanent striping will need to be in place before the road is open to traffic.
*Permanent striping for divided highway and interstate projects shall be included as part of the contract.

==Permanent Signing==
*Any permanent signing required will be completed by MoDOT forces and will not be included in the contracts, except for the delineator signs at the bridge ends that do not require guardrail.

==[[:Category:616 Temporary Traffic Control|Traffic Control Plans]]==
===General===
*All signed detours on road closures will need signing/traffic control sheets drafted up and sent to the appropriate Maintenance shed that will be installing the signs. Also, please send a copy of these signing plans to your District Safe and Sound Coordinator so these signs can be ordered in advance of construction. The shipment of the signs can take anywhere from 4 to 6 weeks, so please plan accordingly based on the project schedule.
*MoDOT Maintenance forces will ONLY be installing all traffic control devices for all Modified Design Bid Build and Design Build '''road closures'''. The contractor will be installing all traffic control devices for SAS jobs that are staged construction or jobs using a temporary crossover.
*The SAS Team has asked the Districts to prepare the detour signing sheets for the Design Build bridges to give to the Maintenance sheds along with the detours for the Modified Design Bid Build bridges. Along with that the SAS Team has asked the Districts to prepare a detour (even if the closure will not be signed) in ArcMap to be placed on the Safe and Sound webmap.
*For bridges with less than 400 AADT, the detour route DOES NOT need to be signed unless the detour is long or complex, district to make final determination.
*NO detour should be signed on a city or county route.
*Concrete barriers should not be used to close a road, use type III barricades and channelizers only.
*The 2 ft. x 2 ft. Safe and Sound signs can be permanently removed after road is closed for bridge construction.
*SAS has its own Point of Presence (POP) signs. The smaller 3 ft. x 4 ft. POP sign shall be used on Minor Routes and the larger 8 ft. x 4 ft. POP sign shall be used on Major Routes/Divided Highways. This sign looks very similar to the standard POP sign but has the SAS logo on it. The POP signs should be installed after contract award and remain in place for 3 to 6 months after bridge is open to traffic. A "completed as promised" sticker should be installed after bridge is open to traffic.

===Road Closures===
Road Closures are listed as DETOUR under the MOT (maintenance of traffic) column on the spreadsheet located in ProjectWise at the following location:

:''pwname://MoDOT Design-Build/Documents/Safe and Sound/District Coordinators/Central Office/BIP Database/MOT.pdf''

*District shall prepare detour/road closure traffic control plan sheets to give to MoDOT Maintenance forces and to be placed in the plans as "For Information Only". Maintenance may want a quantity sheet, but no quantities are need to be included in the plans as there will be no pay items in the contract for traffic control.
*The SAS Point of Presence sign will be installed for each project. These signs are in addition to the SAS signs (2 ft. x 2 ft.) currently being installed at each site and for road closures projects, these signs will be installed by MoDOT forces when the traffic control is a road closure.

===Staged===
Projects are listed as STAGED under the MOT column on the spreadsheet located in ProjectWise at the following location:

:''pwname://MoDOT Design-Build/Documents/Safe and Sound/District Coordinators/Central Office/BIP Database/MOT.pdf''

*All projects with staged traffic control will require the district to prepare temporary traffic control plans to be incorporated into the final plans and appropriate traffic control pay items will be part of the contract.
*The contractor will be installing, maintaining and removing all traffic control devices.
*The SAS Point of Presence sign will be installed for each project*by the contractor, when the traffic control is listed as staged construction or for jobs using a temporary crossover. Include pay item in contract of furnished by Commission and install by contractor.

===Temporary Traffic Control===
Temporary traffic control may be required for bridge replacements such as traffic control under a bridge deck that is being replaced. If temporary traffic control is required and is dependent on the Contractor’s schedule it should be included in the Contract.
*All projects with temporary traffic control dependent on the Contractor’s schedule will require the district to prepare temporary traffic control plans to be incorporated into the final plans and appropriate traffic control pay items will be part of the contract.
*The contractor will be installing all temporary traffic control devices.

===Transportation Management Plans (TMP)===
Transportation Management Plans consist of strategies to manage the work zone impacts of a project. The TMP is a narrative that is submitted to FHWA for review.
*See [[616.14 Work Zone Safety and Mobility Policy#616.14.10 Transportation Management Plan|Work Zone Safety and Mobility Policy - Transportation Management Plan]] for TMP Guidance.
*TMP are only required on projects that have a significant impact on roadway users. Project will be considered significant by meeting one or more of the critieria in [[616.14 Work Zone Safety and Mobility Policy#616.14.8 Significant Projects|Work Zone Safety and Mobility Policy - Significant Projects]].

==Drainage at Bridge Ends==
*Flume Drain Special Sheet
:*Bridge has MODIFIED BRIDGE APPROACH SLAB
::*Use [http://www.modot.mo.gov/business/standards_and_specs/documents/SAS_Flume_w_Approach_Slab.pdf Flume Drain w/ app slab special sheet].
::*Sheet location:

:::''pwname://MoDOT/Documents/CADD_Standards/Standard Plans for Highway Construction/Special Sheets/SAS_Flume_w_Approach_Slab.dgn''

:*Bridge has FULL DEPTH BRIDGE APPPROACH SLAB
::*Do not use the special sheet, this bridge will have drain basins if it has a full depth bridge approach slab.
*Bridge has NO BRIDGE APPROACH SLAB (just approach pavement)
::*Use [http://www.modot.mo.gov/business/standards_and_specs/documents/SAS_Flume_wo_Approach_Slab.pdf Flume Drain w/o app slab special sheet].
::*Sheet location:

:::''pwname://MoDOT/Documents/CADD_Standards/Standard Plans for Highway Construction/Special Sheets/SAS_Flume_wo_Approach_Slab.dgn''

==[[:Category:643 Utility Procedures|Utilities]]==
*Major impacts or adjustments are not anticipated.
*Utility clearance letters will be required along with the utility JSP. These will be provided by the District Utility Engineers and placed in ProjectWise under the appropriate location.

==Contracting Issues==
[[Image:Safe & Sound D9 Progress as Promised.JPG|right|350px]]
*Incentive/disincentive clauses are not anticipated. Require SAS Team preapproval if used.
*[[:237.8 Contract Time|Liquidated Damages]]: All SAS bridges that have more than 5000 AADT, the District should contact the Planning Division for the Road User Cost associated with them, for all other SAS bridge projects, Central Office will determine and insert the liquidated damage into the JSP's.
*Some of the SAS projects might be be setup as Required Combination or Permitted, as determined by Central Office, but most will have several bridges in a single job number.

==[[:Category:237 Contract Plans|Electronic Plans]] and Supporting Documentation Submittals==
*Submittal and processing of all 248 SAS bridges PS&E shall be completed using ProjectWise, the same way as all other STIP projects. This will allow CO to send plans directly to INDOX through ProjectWise.
*Save all full size pdf files under the Contract Plans – Job No. Folder in ProjectWise. NOTE: This is the same procedure as a normal STIP job. DO NOT save the completed PDF’s under the MoDOT Design-Build Tab or the MoDOT Safe and Sound MDBB tab in ProjectWise, the files MUST be saved to the contract plans folder in the appropriate location.
*Save all supporting documentation under the Specs & Estimates Folder – Job No. Folder. This is the same procedure as a normal STIP job. All environmental permits/letters, asbestos surveys and inspections reports shall be saved to the Specs & Estimates folder. The Bridge Memorandum '''MUST''' be saved to the Specs & Estimates folder for each bridge. The review section will use this memorandum to verify the change in elevation from the existing bridge to the new bridge in order to determine if the pay items will be lump sum, contract unit price for each item or no direct pay.
*If a project only has one bridge, then set up your estimate as normal. If a project contains multiple bridges, then each bridge structure should have a separate Roadway Section and Bridge Section. Please use Section 01 for the first Roadway Section, and Section 50 through 69 for each Roadway Section following (bridges should be in alphanumeric order by bridge number). The Bridge Division will use Sections 70 through 99. Bidding and Contract Services will manually change the Section/Category number in PES to match the example attached in the below e-mail. The reason for setting the projects up this way is so we have the ability to track the total funding for each structure. See the example estimate and set of plans located in ProjectWise at the following location:

:''pwname://MoDOT Design-Build/Documents/Safe and Sound/District Coordinators/Central Office/Quick Start''

*ALL plan sheets must be signed/sealed electronically by a Project Manager.
*Please submit a transmittal letter with the normal information as a regular STIP job along with the following:
:*Number Calendar Days for each structure
:*Overall project completion date
*Send an email to plan.submittal@modot.mo.gov when the plans are complete and stored in ProjectWise.

==Plans Development==
===Roadway Job Special Provisions (JSP’s)===
The District will be responsible for completing the Roadway JSP’s for the SAS bridges and the Bridge Division will be responsible for completing the Bridge JSP’s. Each responsible party must
place a copy of the JSP’s into the appropriate location in ProjectWise, which is the same process as a normal STIP job.
*Place the job number, route and county at the upper right hand corner of each sheet.
*Place page numbers in the center at the bottom of each page. (Do not number the title sheet.)
*District Project Managers will be responsible for signing/sealing the Roadway JSP’s and the Bridge Project Manager will be responsible for signing/sealing the Bridge JSP’s.
*Place the JSP’s word document in ProjectWise under the Job Number – Specs & Estimates folder. If the specs and estimates folder is not present, please see that a Project Manager creates it.
*Use the following standard Job Special Provisions: This standard boiler plate JSP document can be found in the [http://www3.modot.mo.gov/JOBSPEC2.NSF/172856ff65ca19dc862567bb004c65cd?OpenView JSP Database] under Safe and Sound Roadway Job Special Provisions Template. Please contact Natalie Roark for further information.
:*General – Federal
:*Work Zone Traffic Management Plan
:*Project Contact for Contractor/Bidder Questions **''Please use the District Project Managers as the contact''**
:*Emergency Provisions and Incident Management
:*Utilities **''District Utilities Engineer to provide''**
:*Liquidated Damages (LD) Specified for Closure Time and Completion Date – '''Calendar Days''' with associated LD’s for road closure time. Calendar Days to be provided by District and Central Office will insert the LD’s for the project (See Liquidated Damages bullet under Contracting Issues above). Work Day Study (based upon CALENDAR DAYS) to be provided by District with Bridge Work Day Study incorporated.
:*Liquidated Damages for Winter Months **''Please use this ONLY for jobs with a November or December completion date.''**
:*Supplemental Revisions
:*Pavement at Bridge Approaches. This will not be used on jobs that have full depth bridge approach slabs.
:*Flume Drain – New JSP as of August 1, 2009.

===Roadway Plans===
Roadway plans are to be prepared by each district.
*ALL signed and sealed PDF sheets shall be placed in the contract plans folders in ProjectWise under the job number. All supporting documentation shall be placed under the specs & estimates folder similar to a normal STIP job.
*ALL plan sheets to incorporate new sheet border.
*'''Title Sheet''' – Please list all bridge numbers on the title sheet that are included in the package. The SAS logo is on the bridge plans but not included in the roadway portion.
*'''2B Sheets'''
:*'''Removal of Improvements''' - The district should determine whether to include any sign and or striping removal in contract.
:*'''Mobilization''' – This should be included on each project.
:*'''Typical Section Sheets''' – Show existing and new bridge widths
:*'''Plan & Profiles Sheets''' – Only on necessary jobs. Some projects may only require a Plan Sheet without a profile.
:*'''ROW Plans''' – If necessary, most SAS bridges will NOT require new ROW.
:*'''Reference Point & Coordinate Points Sheets''' – as necessary.
:*'''Special Sheets''' – as necessary
:*'''Traffic Control Sheets''' – see above section titled Traffic Control.
:*'''Erosion Control Sheets''' – completed as necessary.
:*'''Lighting & Signal Sheets''' – very limited, contact SAS Team for any questions.
:*'''Signing''' – very limited, contact SAS Team for any questions.
:*'''Pavement Marking Sheets''' - see pavement marking section of this document.
:*'''Bridge Drawings''' – Include ALL bridge numbers here.
:*'''Cross Sections''' – May be needed in areas of guardrail widening if Lump Sum pay items are not used.

===Bridge Plans===
Bridge plans are prepared by CO Bridge Division or Consultant where necessary.
*ALL bridge plans must be signed/sealed and submitted through ProjectWise, the same way as a normal STIP job.
*ALL bridge supporting documentation must be submitted through ProjectWise, the same way as a normal STIP job.
==Schedule==
*The schedule for submitting a SAS job to the Bidding and Contract Services Section in Design is the same as a regular STIP job from the May 09 Letting and moving forward. The [http://www.modot.mo.gov/eBidLettingPublicWeb/viewStream.do?documentType=general_info&key=1317 PSE Due Dates] are on the MoDOT internet.

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