Difference between pages "Category:747 Bridge Reports and Layouts" and "Job Special Provisions"

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(Per BR, guidance for district submittal of request for valley section locations was expanded)
 
(: updated JSPS 2407, 2405, 1801, 2401, 2404)
 
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<div id="JSP-Provision"></div>
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=== ===
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|'''Submittals '''
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{| class="wikitable wikitable mw-collapsible mw-collapsed sortable"
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|+ class="nowrap" style="font-size:1.5em; text-align:left;" | Provision
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|[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/747_Bridge_Survey_Checklist.doc Bridge Survey Checklist]
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! Name !! JSP Title !! Explanatory Notes !! Current Version !! Revision Date !! Effective Letting
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|[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/747_Bridge_Survey_Report.docx Survey Report]
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|-
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| [https://epg.modot.org/forms/JSP/JSP-Formatting-Guide.docx JSP Formatting Guide] || _Roadway Job Special Provision Formatting Instructions || This format is to be used by all when writing provisions in order to create uniformity in project proposals. || JSP_Format_Guide || 4/3/2018 ||
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|[[#747.1.2.3 Preliminary Geotechnical Report|Preliminary Geotechnical Report]]
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| [https://epg.modot.org/forms/JSP/JSP_Roadway_Template.docx JSP_Roadway_Template] || _Roadway Job Special Provision Template || This template is to be used for Roadway Job Special Provisions.  Choose
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|[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Copy%20of%20751.1.3.5_Structural_Rehabilitation_Checklist.xlsm Structural Rehabilitation Checklist]
 
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|[[media:747 Bridge Survey Location Request.docx|Bridge Survey Location Request]]
 
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=747.1 Bridge Survey Location Request=
 
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Districts should request guidance for survey activities related to hydraulics for Bridge designed structures as early in the design process as possible using the Bridge Survey Location Request Form. A form should be submitted for each structure location and preferably in groups rather than individually.
 
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Applicable portions of this document are filled in completely by the district. Crossings with small drainage areas should be evaluated to determine if Bridge Division or the district is responsible for the design of the structure. See [[750.7 Non-Hydraulic Considerations#750.7.4.3 Summary of Responsibilities|EPG 750.7.4.3 Summary of Responsibilities]] for more details. 
 
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'''Page 1.''' Describe the location of the crossing from features readily identified on maps such as towns or other state routes. Complete the High Water Elevations at Proposed Bridge Site table using water elevations at survey centerline. Provide location information for new bridge and any additional information that may be helpful in determining the location of valley sections and profiles (i.e. levees overflow structures, nearby dwellings in the floodplain or other items that may not be easily recognized in aerial imagery).
 
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'''Page 2.''' To be completed by Bridge Division (See [[750.3 Bridges#750.3.1.1 Survey Locations|EPG 750.3.1.1 Survey Locations]].)
 
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'''File Name''' – File name of the submitted Bridge Survey Request Form should be as follows: County_Route_Feature Crossed – (Optional – existing bridge no., Job Number)
 
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==747.1.1 Bridge Survey Location
 
 
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For estimating excavation, see [[751.6 General Quantities#751.6.2.17 Excavation|EPG 751.6.2.17 Excavation]].
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=== ===
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<div id="JSP-LPA"></div>
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The table below shows division responsibilities for preparing MSE wall plans, computing excavation class, quantities and locations, and drainage design.
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{| class="wikitable wikitable mw-collapsible mw-collapsed sortable"
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|+ class="nowrap" style="font-size:1.5em; text-align:left;" | LPA
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{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
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! Name !! JSP Title !! Explanatory Notes || Current Version !! Revision Date !! Effective Letting
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! style="background:#BEBEBE" |Responsibilities !! style="background:#BEBEBE" colspan="2"|MSE Wall Plans<br/>Preparer !! style="background:#BEBEBE" colspan="2"|Excavation Class,<br/>Quantities and<br/>Locations, Sec 203<br/>(behind wall)!! style="background:#BEBEBE" colspan="2"|Ground Improvement<br/>Excavation Class,<br/>Quantities and Locations,<br/>Sec 203<br/>(below wall)!! style="background:#BEBEBE" colspan="2"|Drainage Design:<br/>Top of Wall and<br/>Bottom of Wall
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|-
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|-
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| [https://epg.modot.org/forms/JSP/LPA1501.docx LPA1501] || Acceptance of Precast Concrete Members and Panels || || LPA-15-01A || 10/6/2023 ||
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!Division MSE<br/>Wall!!District<br/>Design!!Bridge<br/>Division!!District<br/>Design<sup>'''1'''</sup>!!Bridge<br/>Division!!District<br/>Design<sup>'''2'''</sup>!!Bridge<br/>Division<sup>'''3'''</sup>!!District<br/>Design<sup>'''4'''</sup>!!Bridge<br/>Division
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|- style="vertical-align:top;"
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|-
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| [https://epg.modot.org/forms/JSP/LPA1502.docx LPA1502] || Acceptance of Structural Steel || || LPA-15-02A || 10/6/2023 ||
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|align="center"|District Design Division|| align="center"|√||align="center"|---||align="center"|√||align="center"|--- ||align="center"|√||align="center"|---||align="center"|√||align="center"|---
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|- style="vertical-align:top;"
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|-
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| [https://epg.modot.org/forms/JSP/LPA1507.docx LPA1507] || ADA Compliance and Final Acceptance of Constructed Facilities || This provision is required on all projects with sidewalks or curb ramps. || LPA-15-07B || 10/6/2023 ||
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|align="center"|Bridge Division||align="center"|---||align="center"|√||align="center"|√||align="center"|---||align="center"|√||align="center"|Locations<br/>only||align="center"|√||align="center"|---
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|- style="vertical-align:top;"
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|-
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| [https://epg.modot.org/forms/JSP/LPA1503.docx LPA1503] || Add Alternates || || LPA-15-03A || 10/6/2023 ||
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|colspan="9"|'''1''' Class and Quantities shown on 2B sheets and identified with MSE wall and excavation locations along wall shown on roadway plans.
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|- style="vertical-align:top;"
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|-
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| [https://epg.modot.org/forms/JSP/LPA1504.docx LPA1504] || Alternates For Pavements || || LPA-15-04A ||10/30/2023 ||
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|colspan="9"|'''2''' Class and Quantities shown on 2B sheets and identified with MSE wall and  excavation locations along wall shown on MSE wall plans with associated allowable bearing pressure.
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|- style="vertical-align:top;"
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|-
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| [https://epg.modot.org/forms/JSP/LPA1509.docx LPA1509] || Liquidated Damages For Winter Months || || LPA-15-09A || 10/6/2023 ||  
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|colspan="9"|'''3''' Locations along wall shown on MSE wall plans with associated allowable bearing pressure.
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|- style="vertical-align:top;"
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|-
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| [https://epg.modot.org/forms/JSP/LPA1510.docx LPA1510] || Liquidated Damages Specified for Entrance Closures || || LPA-15-10A || 10/6/2023 ||  
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|colspan="9"|'''4''' See [[751.24 LFD Retaining Walls#751.24.2 Mechanically Stabilized Earth (MSE) Walls|EPG 751.24.2.1 Mechanically Stabilized Earth Walls (MSE)]].
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/LPA1508.doc LPA1508] || Liquidated Damages Specified for Final Closeout Documentation (Final Payment Documents) || || LPA-15-08 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/LPA1808.docx LPA1808] || LPA Buy America Requirements || || LPA-18-08A || 2/10/2023 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/LPA2301.docx LPA2301] || LPA Buy America Requirements Non-Iron and Steel || || LPA-23-01 || 10/6/2023 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/LPA1511.docx LPA1511] || Optional Pavements || || LPA-15-11A || 10/30/2023 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/LPA1513.docx LPA1513] || Utilities || || LPA-15-13A || 10/6/2023 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/LPA1512.doc LPA1512] || Work Zone Traffic Management Plan (Traffic Control) || || LPA-15-12 ||
 
|}
 
|}
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=== ===
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<div id="JSP-Packages"></div>
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''Minimum Embedment'' - Minimum embedment is defined as the distance between the finished ground line and the top of the leveling pad. It is based on this table (FHWA Demo. #82):
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{| class="wikitable wikitable mw-collapsible mw-collapsed sortable"
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<center>
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|+ class="nowrap" style="font-size:1.5em; text-align:left;" | JSP Packages
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{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
 
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! style="background:#BEBEBE" |Slope in Front of Wall  !! style="background:#BEBEBE" |Minimum Embedment
 
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|-
 
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|align="center"|Horizontal ||align="center"| H/20
 
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|-
 
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|align="center"|1V:3H ||align="center"| H/10
 
 
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|align="center"|1V:2H ||align="center"| H/7
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! Name !! JSP Title !! Explanatory Notes !! Current Version !! Revision Date !! Effective Letting
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JOC_ASPHALT_2024.docx JOC_ASPHALT_2024] || Asphalt Pavement Repair JOC JSP Package || This JSP Package should be used for the JOC contracts let in the 2024 Calendar year.  || JOC_ASPHALT_2024 || 9/12/2024 || 12/1/2024
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JOC_BRIDGE_2024.docx JOC_BRIDGE_2024] || Bridge Repair JOC JSP Package || This JSP Package should be used for the JOC contracts let in the 2024 Calendar year. || JOC_BRIDGE_2024 || 9/12/2024 || 12/1/2024
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/CLC_Book_Job_JSPs.docx CLC Book Job JSPs] || CLC Book Job JSPs || Use this JSP package when submitting FY 2025 CLC Book Job projects without plans. || CLC_Book_Job_JSPs_FY2025 || 9/12/2024 || 12/1/2024
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/CLC_JSPs.docx CLC_JSPs] || CLC JSP Package || Use this JSP package on FY 2025 CLC projects. || CLC_JSPs_FY2025 || 9/12/2024 || 12/1/2024
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JOC_CONCRETE_2024.docx JOC_CONCRETE_2024] || Concrete Pavement Repair JOC JSP Package || This JSP Package should be used for the JOC contracts let in the 2024 Calendar year.  || JOC_CONCRETE_2024 || 9/12/2024 || 12/1/2024
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JOC_FENCE_2024.docx JOC_FENCE_2024] || Fence Repair JOC JSP Package || This JSP Package should be used for the JOC contracts let in the 2024 Calendar year.  || JOC_FENCE_2024 || 9/12/2024 || 12/1/2024
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JOC_GUARD_CABLE_2024.docx JOC_GUARD_CABLE_2024] || Guard Cable Repair JOC JSP Package || This JSP Package should be used for the JOC contracts let in the 2024 Calendar year. || JOC_GUARD_CABLE_2024 || 9/12/2024 || 12/1/2024
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JOC_COMBINED_GUARDRAIL_GUARD_CABLE_2024.docx JOC_COMBINED_GUARDRAIL_GUARD_CABLE_2024] || Guardrail and Guard Cable Repair JOC JSP Package || This JSP Package should be used for the JOC contracts let in the 2024 Calendar year. || JOC_GUARDRAIL_GUARD_CABLE_2024 || 9/12/2024 || 12/1/2024
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JOC_GUARDRAIL_2024.docx JOC_GUARDRAIL_2024] || Guardrail Repair JOC JSP Package || This JSP Package should be used for the JOC contracts let in the 2024 Calendar year. || JOC_GUARDRAIL_2024 || 9/12/2024 || 12/1/2024
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/Seal_Coat_Book_Job_JSPs.docx Seal_Coat_Book_Job_JSPs] || Seal Coat Book Job JSP Package || Use this JSP package when submitting FY 2025 Seal Coat Book Job projects without plans. || Seal_Coat_Book_Job_JSPs_FY2025  || 9/12/2024 || 12/1/2024
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/Seal_Coat_JSPs.docx Seal_Coat_JSPs] || Seal Coat JSP Package || Use this JSP package with all FY 2025 Seal Coat projects. || Seal_Coat_JSPs_FY2025 || 9/12/2024 || 12/1/2024
 
|}
 
|}
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</center>
 
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The absolute minimum embedment is 2 ft. When the soundings are returned from the Geotechnical Director, they will include a minimum embedment necessary for global stability.
 
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=747.3 Bridge Rehabilitation and Widening=
 
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Bridge rehabilitation may include widening, redecking, superstructure replacement, repairs or other work necessary to restore an existing bridge to serviceable condition. When bridge rehabilitation of any type is proposed, consideration should be given to total structure rehabilitation.
 
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==747.3.1 Bridge Rehabilitation and Widening Submittals==
 
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===747.3.1.1 Bridge Rehabilitation Checklist===
 
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For each structure that is to be rehabilitated a [http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Copy%20of%20751.1.3.5_Structural_Rehabilitation_Checklist.xlsm Structural Rehabilitation Checklist] is completed along with descriptions and photographs of deteriorated members. Seldom are existing elevations and dimensions the same as shown on original structure plans. Thorough descriptions with photographs will aid the Bridge Division in recommending repairs and in estimating repair costs.
 
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===747.3.1.2 Additional Information for Bridge Superstructure Widening===
 
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The following information is to be provided when the bridge superstructure is to be widened:
 
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'''Deck Elevations.''' Deck elevations at 10 ft. intervals at the centerline and gutterlines. The centerline elevations may be omitted if high traffic volumes are present and would represent a hazard to survey personnel.
 
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'''Beam Seat Elevations.''' Substructure bearing beam elevations at each end of each substructure unit.
 
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===747.3.1.3 Additional Information for Bridge Substructure Widening===
 
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In addition to the Rehabilitation Checklist a complete [[#747.1 Bridge Surveys|Bridge Survey]] will also need to be submitted.
 
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==747.3.2 Bridge Rehabilitation Submittal Process==
 
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Structural Rehabilitation Checklists and associated documents are submitted as described in [[#747.2.2.6 Bridge Survey Submittal Process|EPG 747.2.2.6 Bridge Survey Submittal Process]].
 
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==747.3.3 Bridge Rehabilitation Submittal Timeline==
 
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Submit Structural Rehabilitation Checklist(s) at least 10 months prior to the Plan Completion Date (PCD) to allow time for applicable tests and structural checks. If more than 10 checklists are submitted for one project, the Structural Rehabilitation Checklist should be submitted at least 12 months prior to the PCD.  When the rehabilitation of a bridge includes widening of the substructure, the submittal timeline will be as described in [[#747.2.2.6.5 Bridge Survey Submittal Timeline|EPG 747.2.2.6.5, Bridge Survey Submittal Timeline]].
 
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=747.4 Additional Correspondence, Reports and Permits=
 
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==747.4.1 Bridge Memorandum==
 
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Upon receipt of the bridge survey or bridge rehabilitation checklist, the Bridge Division will review the data and make an in-depth analysis of the proposed crossing. The analysis may include hydraulic design of the waterway opening for stream crossings, geometric layout for grade separations, economic analysis of structure types and span lengths, and investigation of any special features evident from the data. If applicable a tentative bridge layout will be prepared.
 
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A bridge memorandum will be prepared covering the details of the proposed bridge or bridge repairs. 
 
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The bridge memorandum is the instrument which coordinates bridge plan and roadway plan preparation. An electronic copy of the bridge memorandum is sent to the district for review and signature. If, during the design process, revision to the bridge memorandum by either the district or the Bridge Division becomes necessary, all parties to the memorandum are to be notified immediately. The proposed revisions must be agreed to by all parties that signed the original bridge memorandum. The process for establishing the agreement on the Bridge Memorandum is shown in [[751.1 Preliminary Design#751.1.2.19.5 Bridge/District Agreement Process|EPG 751.1.2.19.5 Bridge/District Agreement Process]].
 
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==747.4.2 Layout for Soundings==
 
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The purpose of the soundings (borings) is to define subsurface conditions at the project site. This information will be used to determine type of foundation (driven piles, pile cap footing, spread footings, drilled shafts), preliminary estimate of pile lengths and engineering design properties.
 
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Upon receipt of the Layout for Soundings, the district design personnel assists in coordinating the survey staking of the boring locations for the geotechnical section.
 
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==747.4.3 Design Layout Sheet==
 
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Once the signed bridge memorandum and final sounding report is submitted to the Bridge Division the Design Layout sheet is created.  An electronic copy of the Design Layout sheet is sent to the district along with plan and profile sheets reflecting the proposed structure.
 
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The district will receive foundation details, quantities and a cost estimate from the Bridge Division to incorporate into the final project design.
 
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==747.4.4 Bridge Permits or Approvals by Other Agencies==
 
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'''Organized Drainage District.''' Written agreement documenting drainage district approval of the proposed structure layout is to be obtained by the district.
 
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'''Railroads.''' Written approval from the railroad of proposed structure layout and of the final design plans is obtained by the Multimodal Operations Division with the cooperation of the Bridge Division.
 
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'''U.S. Corps of Engineers [http://epg.modot.mo.gov/index.php?title=127.4_Wetlands_and_Streams#127.4.1.2_Laws_and_Regulations Sec. 404 Permit].''' Application is initiated by the district, submitted to and further pursued by the Design Division with the cooperation of the Bridge Division.
 
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'''U.S. Coast Guard Bridge Permit.''' When required, application is prepared and submitted by the Bridge Division.
 
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'''Utility Relocations or Permits.''' Agreements are obtained by the district with cooperation, if necessary, of the Design Division and the Bridge Division.
 
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'''FHWA Bridge Approvals.''' When FHWA preliminary bridge layout approval or bridge plan approval is required, written approval is obtained by the Bridge Division.
 
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'''Flood Plain Development Permit.''' Bridge Division will prepare and submit the application to the State Emergency Management Agency.
 
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'''FHWA, Missouri State Historic Preservation Officer (SHPO), Advisory Council on Historic Preservation (ACHP).''' Disposition of historically significant bridges to be replaced must be determined. Preservation of the historic bridge in place (rehabilitated or for alternative uses such as pedestrian walkway) must be considered.
 
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Adverse effects to historically significant bridges from proposed rehabilitations also must be determined.
 
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Determining the historical significance and the disposition of such bridges will be coordinated by Design Division Historical Preservation Staff.
 
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The [[127.1 Request for Environmental Services|Request for Environmental Services (RES)]] should indicate existing bridges that will be affected by the project. Historical Preservation Staff will coordinate with the Transportation Project Manager to complete the evaluation.
 

Revision as of 08:29, 16 October 2024

Provision
Name JSP Title Explanatory Notes Current Version Revision Date Effective Letting
JSP Formatting Guide _Roadway Job Special Provision Formatting Instructions This format is to be used by all when writing provisions in order to create uniformity in project proposals. JSP_Format_Guide 4/3/2018
JSP_Roadway_Template _Roadway Job Special Provision Template This template is to be used for Roadway Job Special Provisions. Choose the appropriate signature block and provide the necessary provisions according to the template provided. Template 7/10/2024 9/1/2024
JSP2302 4-Inch Square Steel Sign Post Use this provision to specify the details for a 4-inch square post which may be used to install single post exit gore signs, flat sheet signs 48” wide ranging in height from 60” to 96”, and community wayfinding signs at locations shown on the plans. JSP-23-02 9/13/2023 12/1/2023
JSP9314 Accelerating the Completion of Closure Work (Incentive/Disincentive Clause) This provision is commonly known as A+B bidding. JSP-93-14C 12/5/2018
JSP1001 ADA Compliance and Final Acceptance Of Constructed Facilities This provision is required on all projects with sidewalks or curb ramps. JSP-10-01C 1/23/2023 3/1/2023
JSP2301 ADA Material Testing Frequency Modifications This provision may be used on ADA corridor projects to reduce the testing requirements due to the limited material quantities associated with sidewalk improvements. JSP-23-01 8/16/2023 12/1/2023
JSP1203 Add Alternate Section (Per Project) JSP-12-03A 7/14/2016
JSP1602 Adjusting Guardrail For minor routes only. This provision is to be used when the substandard height guardrail will be raised to a minimum of 27 3/4". Repair of guardrail should be addressed with separate pay items. JSP-16-02A 4/19/2018
JSP1509 Airport Requirements This provision is for use on projects near a public use airport or heliport or is more than 200 feet above existing ground level. JSP-15-09 7/9/2015
JSP9604 Alternate for Pavements This provision should be used for projects with 7,500 SY of continuous full depth pavement or 14,000 SY of full depth pavement at various locations. JSP-96-04G 1/4/2017
JSP0905 Alternates for Slab Stabilization This provision should be used when slab stabilization operations are included in the contract to define the bidding requirements of the different materials for this type of work. JSP-09-05 10/21/2009
JSP2401 Balanced Mix Design Requirements * * Limited Use. Requires approval from Construction and Materials Division prior to use. JSP-24-01A 10/10/2024 1/1/2025
JSP9327 Changeable Message Sign (Commission Furnished) JSP-93-27 10/5/2007
NJSP1805 Class VI Riprap * * Limited Use. This provision is a revised Spec to better align with the need we have when rock much larger than the Rock Blanket Spec is needed. Contact Bridge Division & Construction and Materials Division prior to use. NJSP-18-05B 6/20/2019
NJSP2102 Clean Water Act Section 404 Permit Requirements * * Limited Use. For use by Design Division - Environmental Section only, as they will add this provision to the RES for required projects. NJSP-21-02 1/15/2021
JSP0415 Concrete Planing This provision is to be used when concrete planing is specified.
If there are questions on whether concrete planing should be included on a specific project, Construction and Materials Division should be consulted.		 JSP-04-15 10/5/2007
JSP1301 Contract Liquidated Damages This JSP is required on all projects except Job Order Contracts and must be JSP B in the set of JSPs. JSP-13-01D 4/9/2024 6/1/2024
JSP0106 Contractor Furnished/Commission Retained Temporary Type F Concrete Traffic Barrier This provision should only be used when the district decides to retain contractor furnished barrier sections. If the district does not specifically intend to retain barrier sections, Sec 617 of the standard specifications covers Concrete Traffic Barrier. JSP-01-06 10/5/2007
NJSP1542 Contractor Quality Control This provision is required on all projects EXCEPT for JOCs and projects with Quality Management provision. NJSP-15-42 4/20/2018
NJSP1521 Contractor Quality Control For Plant Mix Bituminous Surface Leveling Required when project includes bid item 402-05.20 - Bituminous Pavement Mixture PG64-22 (Surface Leveling). QM or QC provisions are required when other types of asphalt or concrete paving are in a project. NJSP-15-21A 10/6/2015
JSP2405 DBE Prompt Payment Reporting This provision is required on all federally funded contracts. JSP-24-05 8/19/2024 1/1/2025
JSP9908 Demolition and Removal Contract Must be included in demolition and removal contracts when MoDOT doesn't have possession of all parcels or an asbestos survey are not completed on all structures, prior to letting. NTP must be issued. JSP-99-08 10/5/2007
JSP1505 Disposition of Existing Signal/Lighting and Network Equipment To be used when signal/lighting or communication is to be removed by the contractor and retained by the commission. JSP-15-05A 5/1/2017
JSP9706 Division 100 Revisions for Complex Projects This provision is used on complex projects and those with major bridge work as determined by the State Design Engineer. Per 105.16 and 108.4 additional detail documentation is required. A+B Bidding (JSP-93-14) should not be used with this provision. JSP-97-06 10/5/2007
JSP1607 Dynamic Late Merge Sysytem (Zipper Merge) JSP-16-07A 12/10/2018
NJSP1905 Electronic Ticketing * * Limited Use. Requires approval from Construction and Materials Division prior to use. NJSP-19-05B 4/9/2020
JSP9011 Emergency Provisions and Incident Management This provision is required on all projects and provides contact information for the local law enforcement and fire departments. JSP-90-11A 4/19/2018
NJSP2201 Full Depth Reclamation * * Limited Use. Requires approval from Construction and Materials Division prior to use. NJSP-22-01A 3/14/2022
JSP0902 General - Federal This provision is required in all federally funded contracts. JSP-09-02K 4/22/2024 7/1/2024
JSP0903 General - State This provision is required in all state funded contracts. JSP-09-03K 4/22/2024 7/1/2024
JSP0904 General - State Non-Prevailing Wages Use this provision on any state funded non-construction project. JSP-09-04K 4/22/2024 7/1/2024
JSP0401 Geosynthetic Interlayer Specification for Highway Applications * *Limited use. Only as Approved by Construction and Materials Division.
The Geosynthetic Interlayer Specification is designed to provide a moisture barrier/stress relieving membrane to be placed beneath a hot-mix asphalt (HMA) Overlay.		 JSP-04-01 10/5/2007
JSP9709 Geosynthetic Reinforced Soil Slope System JSP-97-09 5/20/2011
JSP1702 Guardrail Grading Requirements This provision is for use on projects that require grading for guardrail and end treatment replacements. JSP-17-02B 4/19/2018
JSP2202 Guardrail Posts in Concrete Use this provision when guardrail posts are installed or removed from concrete pavement or drain basins. JSP-22-02B 5/18/2023 7/1/2023
NJSP1513 High Friction Surface Treatment NJSP-15-13B 9/22/2015
JSP9704 High Performance Concrete for Precast Bridge Units JSP-97-04 10/5/2007
JSP2403 High-Tension Guard Cable Barrier (Previous JSP-06-07) - This provision should be used when high-tension guard cable is specified. JSP-24-03 5/16/2024 7/1/2024
NJSP1903 Hot Applied Seal Coat * *Limited use. Requires approval from by Construction and Materials Division NJSP-19-03 6/20/2019
JSP0202 Hot-Mix Asphalt Overlay on Rubblized Concrete * * Limited Use. Requires approval from Construction and Materials Division prior to use. JSP-02-02 10/9/2007
JSP8901 Johnson Grass Control JSP-89-01 10/5/2007
JSP1503 Law Enforcement In the Work Zone For use on projects which will include work zone enforcement. JSP-15-03 3/17/2015
JSP0305 Liquidated Damages / Liquidated Savings Specified This provision is for use to motivate the contractor to complete the work in a specific time frame as set up by the District. The description of the work should be complete and directly related to the Damage/Savings amount set up. JSP-03-05B 7/10/2024 10/1/2024
JSP0417 Liquidated Damages for Winter Months This provision should be used on projects where the primary work can be performed during the winter months, such as bridge construction. JSP-04-17A 4/30/2019
JSP9328 Liquidated Damages Specified This provision should be used when there is milestone date that must be met such as opening the road to traffic before a special event in the area. JSP-93-28A 7/10/2024 10/1/2024
JSP0306 Liquidated Savings Specified For use to motivate the contractor to complete the work in a specific time frame as set up by the District. Ensure that the description of the work in question is complete as possible and directly related to the Damage/Savings amount set up. JSP-03-06A 6/11/2021
NJSP2101 Low Type Asphalt Requirements * * Limited Use. Requires approval from Construction and Materials Division prior to use. NJSP-21-01A 7/26/2022 9/1/2022
JSP2201 Lump Sum Temporary Traffic Control This provision allows qualifying temporary traffic control devices to be lumped together. JSP-22-01A 7/19/2023 10/1/2023
NJSP1704 Macrotexture Surface for Ultrathin Bonded Asphalt Wearing Surface Requirement * * Limited Use. Requires approval from Construction and Materials Division prior to use. NJSP-17-04A 11/17/2017
JSP0413 Masonry Construction JSP-04-13 10/5/2007
NJSP1539 Modified Bituminous Pavement Mixture (BP-2) Allows districts to use modify BP-2 gradation to be laid thinner than 1.5 or 2" NJSP-15-39A 9/23/2022 1/1/23
NJSP1511 Modified Bonded Asphaltic Concrete Pavement * * Limited Use. Requires approval from Construction and Materials prior to use. NJSP-15-11C 11/12/2021
JSP1806 MoDOT Retained Guardrail Use this provision when MoDOT wishes to retain guardrail that is being removed. JSP-18-06 6/12/2018
NJSP1517 MoDOT’S Construction Workforce Program Required for all projects that are assigned a OJT goal. JSP-15-17A 8/19/2016
JSP0011 Mowing Use this provision on projects requiring significant mowing during construction. District Maintenance should identify projects, mowing locations and No. of mowings. If only for specific areas, those areas need to be identified in the special provision. JSP-00-11 10/5/2007
NJSP2202 Multi-Year, Multi-Location Project This provision should only be used in proposals that have one Job Number for multiple overlay routes (locations) and the completion date is such that work is allowed to carry over into a second calendar year. NJSP-22-02 4/20/2022 6/1/2022
JSP0004 NEMA TS2 Traffic Controller Assemblies This provision is to be used only in special conditions after consulting with District Traffic and as directed or approved by General Headquarters. JSP-00-04A 5/24/2018
NJSP2105 No Open Burning This provision should be used when open burning is prohibited. NJSP-21-05 6/9/2021
NJSP2402 Non-Tracking Tack This provision may be used on roadways located within an urban area where tracking from the tack coat operation would lead to aesthetic damage to the surrounding commercial driveways and parking lots. JSP-24-02 3/20/2024 7/1/2024
JSP1802 Notice to Bidders of Funding by Third Party This provision is required on any project with funding provided by others. JSP-18-02A 5/21/2019
JSP9819 Notice to Bidders of Third Party Concurrence in Award This provision is required on any project with funding provided by others in which they have the right by agreement to concur in the award of the contract. JSP-98-19 10/5/2007
JSP0407 Office for the Engineer This provision resulted from implementation of the Performance Specifications. Was Sec 615 of the specs. JSP-04-07 10/5/2007
JSP2407 Optional Base Widening This provision is to be used for pavement widening when there are no preferences of pavement type, and the final surface is to be overlaid. JSP-24-07 9/23/2024 12/1/2024
NJSP1518 Optional Grading Concepts NJSP-15-18 3/20/2018
JSP0606 Optional Pavements This provision should be used for projects which do not meet the criteria for Alt Pavements, specifically those with less than 7,500 SY of continuous full depth pavement or less than 14,000 SY of full depth pavement at various locations. JSP-06-06H 9/23/2022 1/1/2023
JSP1303 Optional Shoulder Use this provision on shouldering projects that will allow for a concrete option when bituminous asphalt is specified. JSP-13-03A 9/29/2022 1/1/2023
NJSP1533 Optional Surface Treatment Prior to Asphalt Overlay * * Limited Use. Requires approval from Construction and Materials Division prior to use. NJSP-15-33D 3/28/2018
NJSP1807 Optional Temporary Pavement Marking Paint Use this provision and pay item with all overlay projects that have more than five (5) centerline miles of pavement requiring High Build Waterborne paint AND has a contract completion date of November 1 or later. NJSP-18-07F 5/13/2024 8/1/2024
JSP0709 Optional Traffic Signal Detectors To be used when Optional Traffic Signal Detectors are specified. JSP-07-09 1/3/2011
JSP0409 Overhead Lighting of Signs When lighting of overhead signs is required on a project, the following information along with special sheet “ Sign Lighting – Lighting Support Bracket” shall be inserted in the contract documents. JSP-04-09 10/5/2007
NJSP1901 Partial Depth Concrete Pavement Repair Using Hot Applied Polymer Modified Repair Material * * Limited Use. Requires approval by Construction and Materials Division prior to use. NJSP-19-01B 1/25/2024
NJSP1705 Pavement Smoothness for UBAWS * * Limited Use. Requires approval from Construction and Materials Division prior to use. NJSP-17-05A 4/23/2018
NJSP1540 Permanent Aggregate Edge Treatment May be used when treatment along the edge of a pavement or shoulder is included in an overlay project. Sec 2.1 is only for areas prone to washout. When 2.1 is used, pay item and quantity for 413-40.00, Bituminous Fog Seal, per gallon must be included. NJSP-15-40B 2/3/2022
JSP0408 Placing State Owned Pipe This provision resulted from implementation of the Performance Specifications. Was Sec 729 of the specs. JSP-04-08 10/5/2007
NJSP1904 Polyester Polymer Concrete Overlay * * Limited use. Requires approval from Construction and Materials Division prior to use. NJSP-19-04 9/13/2019
JSP1601 Post-Award Value Engineering Change Proposal Workshop * * Limited use. Requires approval from Design Division prior to use. JSP-16-01 1/8/2016
JSP0406 Powder Coating * * Limited use. Requires approval from Construction and Materials Division prior to use. JSP-04-06 10/9/2007
JSP9605 Project Contact for Contractor/Bidder Questions This provision is required on all projects. JSP-96-05 4/19/2018
JSP0708 Protective Surface Treatment for Concrete - Penetrating Sealers * * Limited use. Requires approval from Construction and Materials Division prior to use. JSP-07-08B 12/6/2016
NJSP1522 Quality Management This provision is required on all projects identified as complex by the district. NJSP-15-22 7/1/2014
NJSP2106 Radar Speed Advisory System This provision should be used when Radar Speed Advisory System is specified. NJSP-21-06 6/11/2021
JSP2303 Rapid Penetrating Emulsion * * Limited Use. Requires approval from Construction and Materials Division prior to use. JSP-23-03 12/5/2023 3/1/2024
JSP0210 Rapid Set Concrete Patching Material - Horizontal Repair Formerly JSP-02-01A renamed to follow JSP numbering formatting. JSP-02-10 1/3/2011
JSP0201 Rapid Set Concrete Patching Material - Vertical and Overhead Repairs JSP-02-01 8/14/2019
NJSP1902 Rapid Strength Concrete for Pavement Repair * *Limited use. Requires approval from Construction and Materials Division prior to use. NJSP-19-02 6/20/2019
NJSP1710 Red Signal Ahead Sign With LED Light This provision should be used when placing a red signal ahead sign with an attached LED assembly. NJSP-17-10A 2/21/2019
NJSP1706 Reinforcing Fibers for Bituminous Pavement Material * * Limited Use. Requires approval from Construction and Materials Division prior to use; ADSR Test Methods Document required with Electronic Deliverables. NJSP-17-06C 8/1/2022
NJSP1523 Rejuvenating Restorative Seal Treatment * * Limited Use. Requires approval from Construction and Materials Division prior to use. NJSP-15-23 2/1/2015
JSP9806 Relocation of Portable Traffic Signal System JSP-98-06 10/5/2007
JSP1201 Removal and Delivery of Existing Signs Use this provision when any existing roadway signs are to be removed from the project. JSP-12-01C 8/1/2023 11/1/2023
JSP1701 Required Combination of Calls This provision is used when required projects with separate funding (ie: state funded and federal funded projects) are to be combined. JSP-17-01A 6/13/2024 7/1/2024
NJSP1606 Restrictions for Migratory Birds Use of this provision should be coordinated with Design Division - Environmental Section. NJSP-06-06A 4/11/2019
NJSP1811 Rigid Geogrid Enhanced Aggregate or Rock Base * * Limited Use. The intent of this provision is to use rigid geogrid with either a Type 5 or 7 Aggregate Base or with Rock Base (12” or 18”) as shown on the plans. Requires approval from Construction and Materials prior to use. NJSP-18-11B 3/12/2021
JSP1508 Seal Coat Completion of Work To be used in Seal Coat projects which span multiple seasons. JSP-15-08 6/26/2015
JSP9705 Section 404 Nationwide Permit Special Conditions This provision is to be used with any Nationwide Permit when the Corps of Eng. District Engineer places special conditions on the use of the NW Permit. List any special conditions provided in the letter from the Corps authorizing use of the NW Permit. JSP-97-05 10/5/2007
NJSP2003 Shaping Slopes Class III (Modified Material Requirements) Use when additional stability is needed for erosion and/or lack of stability of Shaping Slopes Class III with steep in-slopes. NJSP-20-03B 9/4/2024
NJSP1527 Shoulder Grading NJSP-15-27A 1/27/2017
JSP0605 Slurry and Residue Produced During Surface Treatment of PCCP and Bridge Decks This provision should be used where diamond grinding or any other surface treatment that would produce slurry residue is specified. Any questions regarding the use of this provision should be directed to the Design Division - Environmental Section. JSP-06-05A 1/23/2019
JSP0707 Snowplowable Raised Pavement Marker Rehabilitation or Removal This provision should be use when maintenance of SRPMs is included in a project. JSP-07-07 8/7/2007
JSP2107 Special Consideration of Change Orders and Value Engineering Use this provision when increased Federal Share has been approved by FHWA for an innovative technology or practice. JSP-21-07 6/21/2021
JSP1506 Standard Alternate Technical Concepts To be used on projects using the Standard ATC process which allows prequalified contractors to bid contractor specific bid items through the approval process. JSP-15-06 5/26/2015
JSP1801 Supplemental Revisions This provision is required in all contracts. JSP-18-01EE 10/15/2024 12/1/2024
NJSP1528 Surface Sealing Treatment May be used on mainline pavement with an existing chip seal surface, on centerline joints, and on shoulder areas. This rescinds earlier guidance.
Use with pay item 4099905, surface sealing treatment.		 NJSP-15-28 2/22/2017
JSP1304 Temporary Long Term Rumble Strips Required when temporary long-term rumble strips are used on a project. Provides information for construction requirements, material information and basis of payment when using long term rumble strips on construction projects. JSP-13-04C 5/30/2019
JSP0705 Tree Clearing Restriction * * Limited Use. Design Division - Environmental Section should be consulted prior to using this provision. JSP-07-05C 7/24/2024 11/01/2024
JSP2304 Truck Mounted Attenuator (TMA) for Stationary Activities Use when requiring TMA for stationary work activity. (TMA for mobile operation, such as striping, is incidental.) JSP-23-04 1/22/2024 4/1/2024
JSP0410 Use of Crossovers and Truck Entrances JSP-04-10 4/24/2007
JSP9326 Utilities JSP-93-26F 12/1/2016
JSP2404 Vegetative Barrier Pavement This provision is used when installing new guard cable. JSP-24-04A 10/15/2024 1/1/2025
JSP2203 Void Reducing Asphalt Membrane for Longitudinal Joints (VRAM) Use when MoDOT wishes to enhance longitudinal joint performance. Contact Construction & Materials Division for additional information. JSP-22-03A 8/17/2023 12/1/2023
JSP1507 Winter Months Requirements To be used for overlay projects that span multiple construction seasons. Developed for the CLC program. JSP-15-07A 4/30/2019
NJSP1532 Work Zone Intelligent Transportation System To be used on projects whenever Intelligent Transportation Systems (ITS) will be used. NJSP-15-32A 6/6/2023 8/1/2023
JSP0206 Work Zone Traffic Management This provision is required on all projects and must be provision "C" in the set of provisions. JSP-02-06N 4/19/2023 7/1/2023

LPA
Name JSP Title Explanatory Notes Current Version Revision Date Effective Letting
LPA1501 Acceptance of Precast Concrete Members and Panels LPA-15-01A 10/6/2023
LPA1502 Acceptance of Structural Steel LPA-15-02A 10/6/2023
LPA1507 ADA Compliance and Final Acceptance of Constructed Facilities This provision is required on all projects with sidewalks or curb ramps. LPA-15-07B 10/6/2023
LPA1503 Add Alternates LPA-15-03A 10/6/2023
LPA1504 Alternates For Pavements LPA-15-04A 10/30/2023
LPA1509 Liquidated Damages For Winter Months LPA-15-09A 10/6/2023
LPA1510 Liquidated Damages Specified for Entrance Closures LPA-15-10A 10/6/2023
LPA1508 Liquidated Damages Specified for Final Closeout Documentation (Final Payment Documents) LPA-15-08
LPA1808 LPA Buy America Requirements LPA-18-08A 2/10/2023
LPA2301 LPA Buy America Requirements Non-Iron and Steel LPA-23-01 10/6/2023
LPA1511 Optional Pavements LPA-15-11A 10/30/2023
LPA1513 Utilities LPA-15-13A 10/6/2023
LPA1512 Work Zone Traffic Management Plan (Traffic Control) LPA-15-12

JSP Packages
Name JSP Title Explanatory Notes Current Version Revision Date Effective Letting
JOC_ASPHALT_2024 Asphalt Pavement Repair JOC JSP Package This JSP Package should be used for the JOC contracts let in the 2024 Calendar year. JOC_ASPHALT_2024 9/12/2024 12/1/2024
JOC_BRIDGE_2024 Bridge Repair JOC JSP Package This JSP Package should be used for the JOC contracts let in the 2024 Calendar year. JOC_BRIDGE_2024 9/12/2024 12/1/2024
CLC Book Job JSPs CLC Book Job JSPs Use this JSP package when submitting FY 2025 CLC Book Job projects without plans. CLC_Book_Job_JSPs_FY2025 9/12/2024 12/1/2024
CLC_JSPs CLC JSP Package Use this JSP package on FY 2025 CLC projects. CLC_JSPs_FY2025 9/12/2024 12/1/2024
JOC_CONCRETE_2024 Concrete Pavement Repair JOC JSP Package This JSP Package should be used for the JOC contracts let in the 2024 Calendar year. JOC_CONCRETE_2024 9/12/2024 12/1/2024
JOC_FENCE_2024 Fence Repair JOC JSP Package This JSP Package should be used for the JOC contracts let in the 2024 Calendar year. JOC_FENCE_2024 9/12/2024 12/1/2024
JOC_GUARD_CABLE_2024 Guard Cable Repair JOC JSP Package This JSP Package should be used for the JOC contracts let in the 2024 Calendar year. JOC_GUARD_CABLE_2024 9/12/2024 12/1/2024
JOC_COMBINED_GUARDRAIL_GUARD_CABLE_2024 Guardrail and Guard Cable Repair JOC JSP Package This JSP Package should be used for the JOC contracts let in the 2024 Calendar year. JOC_GUARDRAIL_GUARD_CABLE_2024 9/12/2024 12/1/2024
JOC_GUARDRAIL_2024 Guardrail Repair JOC JSP Package This JSP Package should be used for the JOC contracts let in the 2024 Calendar year. JOC_GUARDRAIL_2024 9/12/2024 12/1/2024
Seal_Coat_Book_Job_JSPs Seal Coat Book Job JSP Package Use this JSP package when submitting FY 2025 Seal Coat Book Job projects without plans. Seal_Coat_Book_Job_JSPs_FY2025 9/12/2024 12/1/2024
Seal_Coat_JSPs Seal Coat JSP Package Use this JSP package with all FY 2025 Seal Coat projects. Seal_Coat_JSPs_FY2025 9/12/2024 12/1/2024

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