Difference between revisions of "Main Page"

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|colspan="5" | <font size = 2> '''Perhaps you've wondered how many hits the most popular EPG articles have.  As of early January, the numbers of hits are:'''
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|colspan="5" | <font size = 2> '''Perhaps you've wondered how many hits the most popular EPG articles have.  As of mid-January, the numbers of hits are:'''
 
|-
 
|-
|<font size=2>'''20.'''  [[:Category:136 Local Public Agency (LPA) Policy|EPG 136]]||<font size = 2> 166595
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|<font size=2>'''20.'''  [[:Category:136 Local Public Agency (LPA) Policy|EPG 136]]||<font size = 2> 166840
   ||&nbsp;<font size = 2>'''10.''' [[751.5 Standard Details|EPG 751.5]]|| align="right"| <font size = 2> 231824
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   ||&nbsp;<font size = 2>'''10.''' [[751.5 Standard Details|EPG 751.5]]|| align="right"| <font size = 2> 232118
 
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|-
|<font size = 2>'''19.'''  [[:Category:134 Engineering Professional Services|EPG 134]]||<font size = 2> 173092     ||&nbsp;<font size = 2>'''9.'''  [[:Category:600 INCIDENTAL CONSTRUCTION|EPG 600]]||align="right"|<font size = 2> 263859
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|<font size = 2>'''19.'''  [[:Category:134 Engineering Professional Services|EPG 134]]||<font size = 2> 173335     ||&nbsp;<font size = 2>'''9.'''  [[:Category:600 INCIDENTAL CONSTRUCTION|EPG 600]]||align="right"|<font size = 2> 264541
 
|-
 
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|<font size = 2>'''18.'''  [[751.40 Widening and Repair (Non-LRFD)|EPG 751.40]]||<font size = 2> 174602   ||&nbsp;<font size = 2>'''8.'''  [[616.23 Traffic Control for Field Operations|EPG 616.23]]||align="right"|<font size = 2> 270575
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|<font size = 2>'''18.'''  [[751.40 Widening and Repair (Non-LRFD)|EPG 751.40]]||<font size = 2> 174742   ||&nbsp;<font size = 2>'''8.'''  [[616.23 Traffic Control for Field Operations|EPG 616.23]]||align="right"|<font size = 2> 270794
 
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|<font size = 2>'''17.'''    [[136.4 Consultant Selection and Consultant Contract Management|EPG 136.4]]||<font size = 2> 178224     ||&nbsp;<font size = 2>'''7.''' [[:Category:100 GENERAL|EPG 100]]||align="right"|<font size = 2> 313915
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|<font size = 2>'''17.'''    [[136.4 Consultant Selection and Consultant Contract Management|EPG 136.4]]||<font size = 2> 178324     ||&nbsp;<font size = 2>'''7.''' [[:Category:100 GENERAL|EPG 100]]||align="right"|<font size = 2> 314728
 
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|<font size = 2>'''16.'''    [[620.2 Pavement and Curb Markings (MUTCD Chapter 3B)|EPG 620.2]]||<font size = 2> 187129 ||&nbsp;<font size = 2>'''6.'''  [[:Category:700 STRUCTURES AND HYDRAULICS|EPG 700]]||align="right"|<font size = 2> 328256
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|<font size = 2>'''16.'''    [[620.2 Pavement and Curb Markings (MUTCD Chapter 3B)|EPG 620.2]]||<font size = 2> 187349 ||&nbsp;<font size = 2>'''6.'''  [[:Category:700 STRUCTURES AND HYDRAULICS|EPG 700]]||align="right"|<font size = 2> 329013
 
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|<font size = 2>'''15.'''    [[:Category:903 Highway Signing|EPG 903]]||<font size = 2> 194524   ||&nbsp;<font size = 2>'''5.'''  [[:Category:900 TRAFFIC CONTROL|EPG 900]]||align="right"|<font size = 2> 348597
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|<font size = 2>'''15.'''    [[:Category:903 Highway Signing|EPG 903]]||<font size = 2> 194799   ||&nbsp;<font size = 2>'''5.'''  [[:Category:900 TRAFFIC CONTROL|EPG 900]]||align="right"|<font size = 2> 349270
 
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|<font size = 2>'''14.'''    [[:Category:200 GEOMETRICS|EPG 200]]||<font size = 2> 194987   ||&nbsp;<font size = 2>'''4.'''  [[:Category:101 Standard Forms|EPG 101]]||align="right"|<font size = 2> 371304
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|<font size = 2>'''14.'''    [[:Category:200 GEOMETRICS|EPG 200]]||<font size = 2> 195444   ||&nbsp;<font size = 2>'''4.'''  [[:Category:101 Standard Forms|EPG 101]]||align="right"|<font size = 2> 371656
 
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|<font size = 2>'''13.'''    [[751.50 Standard Detailing Notes|EPG 751.50]]||<font size = 2> 200113     ||&nbsp;<font size = 2>'''3.''' [[136.12 Figures, Glossary and Other Useful Links|EPG 136.12]] ||align="right"|<font size = 2> 381337
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|<font size = 2>'''13.'''    [[751.50 Standard Detailing Notes|EPG 751.50]]||<font size = 2> 200387     ||&nbsp;<font size = 2>'''3.''' [[136.12 Figures, Glossary and Other Useful Links|EPG 136.12]] ||align="right"|<font size = 2> 383079
 
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|<font size = 2>'''12.'''    [[136.9 Plans, Specs and Estimates (PSE)|EPG 136.9]]||<font size = 2> 212522   ||&nbsp;<font size = 2>'''2.''' [[:Category:751 LRFD Bridge Design Guidelines|EPG 751]]||align="right"|<font size = 2> 449384
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|<font size = 2>'''12.'''    [[136.9 Plans, Specs and Estimates (PSE)|EPG 136.9]]||<font size = 2> 212657   ||&nbsp;<font size = 2>'''2.''' [[:Category:751 LRFD Bridge Design Guidelines|EPG 751]]||align="right"|<font size = 2> 449955
 
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|width="130"|<font size = 2>'''11.'''    [[:Category:616 Temporary Traffic Control|EPG 616]]||<font size = 2> 218539   || width="150"|&nbsp;<font size = 2>'''1.''' EPG Main Page||align="right"|<font size = 2> 3007221
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|width="130"|<font size = 2>'''11.'''    [[:Category:616 Temporary Traffic Control|EPG 616]]||<font size = 2> 218888   || width="150"|&nbsp;<font size = 2>'''1.''' EPG Main Page||align="right"|<font size = 2> 3016604
 
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'''[[media:104.7 EngFac SFY 15 to 17.pdf|Engineering Factors Report]]'''
 +
 +
1/10/18: The latest version of the Engineering Factors Report, providing SFY 2015 to SFY 2017 info, is now presented in [[104.7 Estimates|EPG 104.7 Estimates]].
 +
 
'''[[media:Fig 104.7 Dec 2017.doc|Fig. 104.7, Cost Estimate Guide for Rural Preliminary Design]]'''
 
'''[[media:Fig 104.7 Dec 2017.doc|Fig. 104.7, Cost Estimate Guide for Rural Preliminary Design]]'''
  
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8/14/17: Guidance for the anchorage of pile for seismic jobs was revised in [[751.36 Driven Piles#Anchorage of Piles for Seismic|EPG 751.36.2 Anchorage of Piles for Seismic Categories B, C and D]]. Also, [[751.50 Standard Detailing Notes#G7. HP Pile|related standard detailing notes]] were revised and added.
 
8/14/17: Guidance for the anchorage of pile for seismic jobs was revised in [[751.36 Driven Piles#Anchorage of Piles for Seismic|EPG 751.36.2 Anchorage of Piles for Seismic Categories B, C and D]]. Also, [[751.50 Standard Detailing Notes#G7. HP Pile|related standard detailing notes]] were revised and added.
 
'''[[:Category:625 Slab Stabilization#Measurement of the liquid asphalt cement|EPG 625.1.2 Construction Inspection for Sec 625.10 Slab Undersealing]]'''
 
 
8/10/17: Guidance for the measurement of liquid asphalt cement has been clarified.
 

Revision as of 14:38, 10 January 2018

EPG 2013b.jpg


HELPFUL EPG VIDEOS: •Logging into the EPG •Finding Info in the EPG
•Article History & How to Receive EMails When Articles are Revised
___________
Want help on how to update your EPG guidance?  It is available at EPG Approval Process.
___________
The Electronic MoDOT Spec Book for Mobile Devices is now available. You may also sign up for E-Update notices. To receive notices regarding Engineering Policy Revisions, select "Engineering Policy" then mark the appropriate subjects of interest.


WELCOME
RECENT POLICY CHANGES IN THE EPG
Missouri's first “diverge-about” is at I-49 and 155th St. in Belton. MoDOT’s innovative interchange will handle a larger volume of traffic, enhance the area for anticipated new development, accommodate existing traffic in Belton and Grandview, and has a dedicated shared use path for non-motorized vehicles and pedestrian traffic. (View a video of exiting I-49 South and heading east on 155th toward Grandview.)
Sr. Maint. Worker Jason Wilkerson demonstrates (while Sr. Maint. Worker Brett Griffith narrates on Winter Truck Washing) some of the conscientious skills required to thoroughly clean MoDOT equipment. These and other workers are showcased in the Winter Truck Washing video.

MoDOT has made great strides to build a good transportation system and increase taxpayers' trust in its ability to deliver what was promised. Innovative concepts, such as Practical Design and design-build, were used to deliver those commitments and have made MoDOT a leader in the transportation industry.

These forward-thinking, innovative concepts are reflected in the ENGINEERING POLICY GUIDE (EPG). This document provides a single reference for all engineering and engineering-related guidance by combining the former Right of Way, Design, Bridge, Construction, Traffic and Maintenance manuals.

MediaWiki, the engine behind the Wikipedia on the World Wide Web, is the software delivering the EPG. Over 40 million hits on the EPG endorse this format to be easy to navigate and pleasing to read. A small HELP ARTICLE is included to assist with helpful hints on how to use the EPG as well as other points of interest.


Perhaps you've wondered how many hits the most popular EPG articles have. As of mid-January, the numbers of hits are:
20. EPG 136 166840  10. EPG 751.5 232118
19. EPG 134 173335  9. EPG 600 264541
18. EPG 751.40 174742  8. EPG 616.23 270794
17. EPG 136.4 178324  7. EPG 100 314728
16. EPG 620.2 187349  6. EPG 700 329013
15. EPG 903 194799  5. EPG 900 349270
14. EPG 200 195444  4. EPG 101 371656
13. EPG 751.50 200387  3. EPG 136.12 383079
12. EPG 136.9 212657  2. EPG 751 449955
11. EPG 616 218888  1. EPG Main Page 3016604

Engineering Factors Report

1/10/18: The latest version of the Engineering Factors Report, providing SFY 2015 to SFY 2017 info, is now presented in EPG 104.7 Estimates.

Fig. 104.7, Cost Estimate Guide for Rural Preliminary Design

12/18/17: A few bridge structure entries in this document have been revised.

EPG 110.1 Wage Rates

12/15/17: Guidance for QA measures to assure compliance with wage rate reviews was expanded.

EPG 751.5.1.3 Grammar and Punctuation

11/13/17: The capitalization rules were updated and two additions were added to the nomenclature.

Design Exception Process

11/6/17: In EPG 131.1.4, was updated to show that CO Design does not need to file a copy of every approved design exception. These should simply be stored in eProjects. Also, the formal submittal letter is no longer needed. Project context can be provided directly on the design exception form.

EPG 127.13.12 MoDOT Procedures for Assessment and Abatement of Highway Traffic and Construction Noise

11/3/17: New EPG 127.13.12 provides guidance for developing a sound study and report. Other revisions to EPG 127.13 Noise clarify and expand definitions and the analysis of traffic noise impacts and mitigation.

Valley Section Locations

11/3/17: EPG 238.3.36 Bridge Surveys was updated to reflect changes in responsibility. In EPG 747.1 Bridge Survey Location Request and EPG 750.3.1.1 Survey Locations, guidance for district submittal of request for valley section locations was expanded.

Discharging into a MSE Wall Backfill

11/3/17: In EPG 747.2.6.2 Mechanically Stabilized Earth (MSE) Wall Systems, EPG 751.1 Preliminary Design, EPG 751.10.3 Bridge Deck Drainage - Slab Drains and EPG 751.24.2.1 Design, guidance for bridge deck drain, approach drainage, roadway drainage or collected drain water discharging into a MSE wall backfill area was revised.

EPG 751.40.1.2 Steel HP Pile Maintenance and Repair

11/3/17: New EPG 751.40.1.2 Steel HP Pile Maintenance and Repair presents guidelines to be used by Bridge maintenance or district maintenance to maintain or repair existing steel HP piles.

Sealed Joint Design

10/27/17: Much of EPG 751.13 Expansion Devices was revised to reflect the improved design and details for both Preformed Compression and Strip Seal Expansion Joint Systems. New designs and details for Preformed Silicon or EPDM Seal Expansion Joint Systems were also issued. Numerous standard detail notes were revised or added in EPG 751.50 H5c, H5d and H5e.

Required Number of Strands

10/13/17: In EPG 751.22.1.1 Material Properties and EPG 751.23.1.1 Material Properties, guidance was expanded for reporting on the girder plans the required number of strands by design and the total initial prestress force.

EPG 236.5.25.6 Security Assessment for Leased Areas Over or Under Highway Structures

10/11/17: A table was added to clarify policies for storing items under bridges.

Licensing of Junkyard

10/11/17: The junkyard expiration date was updated in EPG 236.17.4.2 Issuing a New License and EPG 236.17.5 Junkyard Renewal to match the statutes.

EPG 237.13.2 Electronic Design Data

10/10/17: The list of electronic design data files generated from GEOPAK for Roadway Contract Plans was updated.

End of Slab Guidance

9/29/17: In EPG 751.10.1.10 Slab Offsets for Curved Bridges and EPG 751.10.1.16 Plan of Slab Details, guidance was clarified about how to show and identify the end of slab in a plan of slab detail when expansion joint systems are located at the end bents. In EPG 751.6.2.10 Bridge Slabs and Note B3.21, guidance about how to estimate slab quantities when expansion joint systems are present was clarified.

EPG 751.5.1.4 Contract Addendums and Construction Changes

9/28/17: Guidance for change orders to bridge plans was clarified.

Work Zone Transportation Management Plan

9/27/17: In EPG 616.14.8 Significant Projects, the criteria of "significant project" was revised. The requirements for TCP were revised in EPG 616.14.10 Work Zone Transportation Management Plan.

EPG 236.5.19 Survey Requirements

9/19/17: Guidance about who may prepare legal descriptions was clarified and brought into compliance with new legislation.

Typical Applications

9/18/17: MoDOT is implementing the National Safety Council’s 3-2-1 Cone Procedure for internal operations. TA-10, TA-10a and TA-10g were updated to reflect the new cone procedure.

EPG 751.22.2.2 Prestressing Strands

9/12/17: Clarified guidance that distances to hold-down devices and between hold-down devices for prestressed girders and beams should be reported on the plans to the nearest inch.

EPG 236.16.11 Cutout and Extension Process

9/1/17: Guidance for the cutout and extension process was updated to reflect current statutes.

EPG 236.4.4.1 Purpose

9/1/17: A checklist of items to determine property ownership for ADA projects was added.

Bridge Clearances

8/31/17: Guidance for bridge clearances was clarified in EPG 751.1.2.6 Vertical and Horizontal Clearances, EPG 751.1.2.16 Bridges Over Railroads, EPG 751.1.2.19.2 Content, EPG 751.5.2.1.1.5 Features Crossed and EPG 751.5.2.1.2.7 Features Crossed. In EPG 751.50 Standard Detailing Notes, notes A3.7 and E3.5 were also revised.

EPG 643.4.1.14 Railroad Crossing Median Islands

8/29/17: The speed limit threshold for using raised islands at railroad crossings was reduced from 45 mph to 40 mph and an option was added for locations with a speed limit of 45 mph or greater.

EPG 751.20.3.1 Solid Slabs

8/24/17: The intermediate bent beam cap height for solid slab end span was revised to accommodate commercially available forming systems.

Anchorage of Pile for Seismic Jobs

8/14/17: Guidance for the anchorage of pile for seismic jobs was revised in EPG 751.36.2 Anchorage of Piles for Seismic Categories B, C and D. Also, related standard detailing notes were revised and added.