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

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m (Per BR, updated Structural Rehab Checklist)
 
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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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|[[media: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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|[[media:747 Bridge Survey Report.docx|Bridge Survey Report]]
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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 the appropriate signature block and provide the necessary provisions according to the template provided. || Template || 7/10/2024 || 9/1/2024
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|[http://epg.modot.org/forms/DE-Bridge/Structural%20Rehabilitation%20Checklist.xlsm Structural Rehabilitation Checklist]
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| [https://epg.modot.org/forms/JSP/JSP2302.docx 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
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|'''Examples (available in near future)'''
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| [https://epg.modot.org/forms/JSP/JSP9314.docx 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 ||
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|Plan Sheet
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| [https://epg.modot.org/forms/JSP/JSP1001.docx 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
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|Typical Section Sheet
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|-
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| [https://epg.modot.org/forms/JSP/JSP2301.docx 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
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|Profile Sheet
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|-
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| [https://epg.modot.org/forms/JSP/JSP1203.docx JSP1203] || Add Alternate Section (Per Project) || || JSP-12-03A || 7/14/2016 ||
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|Valley/Channel Section Sheet
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| [https://epg.modot.org/forms/JSP/JSP1602.docx 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 ||
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|Cross Section Sheet
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP1509.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP9604.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP0905.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP2401.docx 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
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP9327.docx JSP9327] || Changeable Message Sign (Commission Furnished) || || JSP-93-27 || 10/5/2007 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/NJSP1805.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/NJSP2102.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP0415.docx JSP0415] || Concrete Planing || This provision is to be used when concrete planing is specified. </br> 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP1301.docx 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
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP0106.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/NJSP1542.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/NJSP1521.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP2405.docx JSP2405] || DBE Prompt Payment Reporting || This provision is required on all federally funded contracts. || JSP-24-05 || 8/19/2024 || 1/1/2025
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP9908.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP1505.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP9706.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP1607.docx JSP1607] || Dynamic Late Merge Sysytem (Zipper Merge) || || JSP-16-07A || 12/10/2018 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/NJSP1905.docx NJSP1905] || Electronic Ticketing * || * Limited Use. Requires approval from Construction and Materials Division prior to use. || NJSP-19-05B || 4/9/2020 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP9011.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/NJSP2201.docx NJSP2201] || Full Depth Reclamation * || * Limited Use. Requires approval from Construction and Materials Division prior to use. || NJSP-22-01A || 3/14/2022 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP0902.docx JSP0902] || General - Federal || This provision is required in all federally funded contracts. || JSP-09-02K || 4/22/2024 || 7/1/2024
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP0903.docx JSP0903] || General - State || This provision is required in all state funded contracts.  || JSP-09-03K || 4/22/2024 || 7/1/2024
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP0904.docx 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
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP0401.docx JSP0401] || Geosynthetic Interlayer Specification for Highway Applications * || *Limited use. Only as Approved by Construction and Materials Division. </br> 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP9709.docx JSP9709] || Geosynthetic Reinforced Soil Slope System || || JSP-97-09 || 5/20/2011 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP1702.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP2202.docx 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
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/NJSP1513.docx NJSP1513] || High Friction Surface Treatment || || NJSP-15-13B || 9/22/2015 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP9704.docx JSP9704] || High Performance Concrete for Precast Bridge Units || || JSP-97-04 || 10/5/2007 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP2403.docx 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
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/NJSP1903.docx NJSP1903] || Hot Applied Seal Coat * || *Limited use.  Requires approval from by Construction and Materials Division || NJSP-19-03 || 6/20/2019 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP0202.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP8901.docx JSP8901] || Johnson Grass Control || || JSP-89-01 || 10/5/2007 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP1503.docx JSP1503] || Law Enforcement In the Work Zone || For use on projects which will include work zone enforcement. || JSP-15-03 || 3/17/2015 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP0305.docx 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
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| [https://epg.modot.org/forms/JSP/JSP0417.docx 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 ||
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| [https://epg.modot.org/forms/JSP/JSP9328.docx 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
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP0306.docx 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 ||
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| [https://epg.modot.org/forms/JSP/NJSP2101.docx 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
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP2201.docx 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
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/NJSP1704.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP0413.docx JSP0413] || Masonry Construction || || JSP-04-13 || 10/5/2007 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/NJSP1539.docx 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
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/NJSP1511.docx NJSP1511] || Modified Bonded Asphaltic Concrete Pavement * || * Limited Use. Requires approval from Construction and Materials prior to use. || NJSP-15-11C || 11/12/2021 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP1806.docx JSP1806] || MoDOT Retained Guardrail || Use this provision when MoDOT wishes to retain guardrail that is being removed. || JSP-18-06 || 6/12/2018 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/NJSP1517.docx NJSP1517] || MoDOT’S Construction Workforce Program || Required for all projects that are assigned a OJT goal. || JSP-15-17A || 8/19/2016 ||
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| [https://epg.modot.org/forms/JSP/JSP0011.docx 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 ||
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| [https://epg.modot.org/forms/JSP/NJSP2202.docx 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
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP0004.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/NJSP2105.docx NJSP2105] || No Open Burning || This provision should be used when open burning is prohibited. || NJSP-21-05 || 6/9/2021 ||
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|-style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP2402.docx 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
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP1802.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP9819.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP0407.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP2407.docx 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
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/NJSP1518.docx NJSP1518] || Optional Grading Concepts || || NJSP-15-18 || 3/20/2018 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP0606.docx 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
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP1303.docx 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
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/NJSP1533.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/NJSP1807.docx 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
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP0709.docx JSP0709] || Optional Traffic Signal Detectors || To be used when Optional Traffic Signal Detectors are specified. || JSP-07-09 || 1/3/2011 ||
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| [https://epg.modot.org/forms/JSP/JSP0409.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/NJSP1901.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/NJSP1705.docx NJSP1705] || Pavement Smoothness for UBAWS * || * Limited Use. Requires approval from Construction and Materials Division prior to use. || NJSP-17-05A || 4/23/2018 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/NJSP1540.docx 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 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP0408.docx 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 ||
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| [https://epg.modot.org/forms/JSP/NJSP1904.docx NJSP1904] || Polyester Polymer Concrete Overlay * ||* Limited use. Requires approval from Construction and Materials Division prior to use. || NJSP-19-04 || 9/13/2019 ||
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|- style="vertical-align:top;"
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| [https://epg.modot.org/forms/JSP/JSP1601.docx JSP1601] || Post-Award Value Engineering Change Proposal Workshop * || * Limited use. Requires approval from Design Division prior to use. || JSP-16-01 || 1/8/2016 ||
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|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP0406.docx JSP0406] || Powder Coating * || * Limited use. Requires approval from Construction and Materials Division prior to use. || JSP-04-06 || 10/9/2007 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP9605.docx JSP9605] || Project Contact for Contractor/Bidder Questions || This provision is required on all projects. || JSP-96-05 || 4/19/2018 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP0708.docx 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 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/NJSP1522.docx NJSP1522] || Quality Management || This provision is required on all projects identified as complex by the district. || NJSP-15-22 || 7/1/2014 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/NJSP2106.docx NJSP2106] || Radar Speed Advisory System || This provision should be used when Radar Speed Advisory System is specified. || NJSP-21-06 || 6/11/2021 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP2303.docx 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
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP0210.docx JSP0210] || Rapid Set Concrete Patching Material - Horizontal Repair || Formerly JSP-02-01A renamed to follow JSP numbering formatting. || JSP-02-10 || 1/3/2011 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP0201.docx JSP0201] || Rapid Set Concrete Patching Material - Vertical and Overhead Repairs || || JSP-02-01|| 8/14/2019 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/NJSP1902.docx 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 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/NJSP1710.docx 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 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/NJSP1706.docx 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 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/NJSP1523.docx NJSP1523] || Rejuvenating Restorative Seal Treatment * || * Limited Use. Requires approval from Construction and Materials Division prior to use. || NJSP-15-23 || 2/1/2015 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP9806.docx JSP9806] || Relocation of Portable Traffic Signal System || || JSP-98-06 || 10/5/2007 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP1201.docx 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
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP1701.docx 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
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/NJSP1606.docx NJSP1606] || Restrictions for Migratory Birds || Use of this provision should be coordinated with Design Division - Environmental Section. || NJSP-06-06A || 4/11/2019 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/NJSP1811.docx 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 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP1508.docx JSP1508] || Seal Coat Completion of Work || To be used in Seal Coat projects which span multiple seasons. || JSP-15-08 || 6/26/2015 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP9705.docx 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 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/NJSP2003.docx 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 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/NJSP1527.docx NJSP1527] || Shoulder Grading || || NJSP-15-27A || 1/27/2017 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP0605.docx 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 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP0707.docx 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 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP2107.docx 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 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP1506.docx 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 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP1801.docx JSP1801] || Supplemental Revisions || This provision is required in all contracts. || JSP-18-01EE || 10/15/2024 || 12/1/2024
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/NJSP1528.docx 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. </br> Use with pay item 4099905, surface sealing treatment. || NJSP-15-28 || 2/22/2017 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP1304.docx 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 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP0705.docx 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
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP2304.docx 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
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP0410.docx JSP0410] || Use of Crossovers and Truck Entrances || || JSP-04-10 || 4/24/2007 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP9326.docx JSP9326] || Utilities || || JSP-93-26F || 12/1/2016 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP2404.docx JSP2404] || Vegetative Barrier Pavement || This provision is used when installing new guard cable. || JSP-24-04A || 10/15/2024 || 1/1/2025
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP2203.docx 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
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP1507.docx 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 ||
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/NJSP1532.docx 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
 +
|- style="vertical-align:top;"
 +
| [https://epg.modot.org/forms/JSP/JSP0206.docx 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
 
|}
 
|}
  
−
=747.1 Bridge Surveys =
+
=== ===
−
 
+
<div id="JSP-LPA"></div>
−
EPG 747.1 Bridge Surveys is provided as supporting information and guidance for the preparation and submittal of bridge surveys.  This section is to be used in conjunction with the [[media:747 Bridge Survey Checklist.doc|Bridge Survey Checklist]].
+
{| class="wikitable wikitable mw-collapsible mw-collapsed sortable"
−
 
+
|+ class="nowrap" style="font-size:1.5em; text-align:left;" | LPA
−
A proper procedure for, and a methodical approach to the analysis and computations for preparation of a bridge survey will result in a realistic recommendation for the proposed structure.  A Bridge Survey consists of the [[media:747 Bridge Survey Report.docx|Bridge Survey Report]] along with applicable files and documents listed in [[#747.1.2 Bridge Survey Submittals|EPG 747.1.2 Bridge Survey Submittals]]. Most documents for a Bridge Survey are submitted on standard sheets which are available in Word or MicroStation.
+
|-
−
 
+
! Name !! JSP Title !! Explanatory Notes || Current Version !! Revision Date !! Effective Letting
−
==747.1.1 Purpose==
+
|-
−
Bridge surveys prepared and submitted to the Bridge Division by the district provide the basis for preliminary bridge layouts and ultimately for the preparation of bridge plans by the Bridge Division. Care exercised during the gathering and preparation of bridge survey data will be reflected throughout the life of the proposed bridge. The hydraulic design of the bridge waterway opening for a stream crossing is almost entirely based upon bridge survey data gathered in the field or from aerial photographs. Bridge surveys for grade separations should accurately describe geometrics, grades and other pertinent features of the proposed improvement. When new grade separation structures are to be incorporated with existing facilities or when existing structures are to be widened or rehabilitated, the bridge survey should reflect geometrics and grades of existing facilities as they exist. Seldom are existing geometrics and grades the same as shown on original design plans.
+
| [https://epg.modot.org/forms/JSP/LPA1501.docx LPA1501] || Acceptance of Precast Concrete Members and Panels || || LPA-15-01A || 10/6/2023 ||
−
 
+
|- style="vertical-align:top;"
−
Bridge survey data should include all information regarding the bridge site which will have a bearing on the bridge layout and design.  
+
| [https://epg.modot.org/forms/JSP/LPA1502.docx LPA1502] || Acceptance of Structural Steel || || LPA-15-02A || 10/6/2023 ||
−
 
+
|- style="vertical-align:top;"
−
Consulting engineering firms retained by the department to prepare bridge layouts should contact the Bridge Division for additional requirements beyond those listed in this article.  
+
| [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 ||
−
 
+
|- style="vertical-align:top;"
−
==747.1.2 Bridge Survey Submittals==
+
| [https://epg.modot.org/forms/JSP/LPA1503.docx LPA1503] || Add Alternates || || LPA-15-03A || 10/6/2023 ||
−
 
+
|- style="vertical-align:top;"
−
===747.1.2.1 Bridge Survey Report===
+
| [https://epg.modot.org/forms/JSP/LPA1504.docx LPA1504] || Alternates For Pavements || || LPA-15-04A ||10/30/2023 ||
−
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 [http://epg.modot.org/index.php?title=750.7_Non-Hydraulic_Considerations#750.7.4.3_Summary_of_Responsibilities EPG 750.7.4.3 Summary of Responsibilities] for more details.
+
|- style="vertical-align:top;"
−
 
+
| [https://epg.modot.org/forms/JSP/LPA1509.docx LPA1509] || Liquidated Damages For Winter Months || || LPA-15-09A || 10/6/2023 ||
−
'''Page 1.'''  Describe the location of the road from features readily identified on maps such as towns or other state routes. Provide the anticipated means of handling traffic such as a temporary bridge, closing road to traffic, staged construction, etc.  Provide data for existing bridge on or near alignment of proposed bridge.  Complete the High Water Elevations at Proposed Bridge Site table using water elevations at survey centerline.
+
|- style="vertical-align:top;"
−
 
+
| [https://epg.modot.org/forms/JSP/LPA1510.docx LPA1510] || Liquidated Damages Specified for Entrance Closures || || LPA-15-10A || 10/6/2023 ||
−
'''Page 2.''' Provide information on any improvements near the proposed bridge. Such improvements may include, but are not limited to, residences, businesses, other buildings and crop fields. The data for existing bridges need be completed only for bridges within 1000 ft. of the proposed bridge except where the data for structures beyond this distance will obviously be of value. The "Additional Remarks" space is used for general information relating to the crossing and is not restricted to remarks relating to existing bridges.  
+
|- style="vertical-align:top;"
−
 
+
| [https://epg.modot.org/forms/JSP/LPA1508.doc LPA1508] || Liquidated Damages Specified for Final Closeout Documentation (Final Payment Documents) || || LPA-15-08 ||
−
Information on Page 2 is used as part of the hydraulic analysis of the crossing by the Bridge Division and should be carefully completed by the district. If the crossing is over an organized drainage district ditch or encroaches on Drainage District levees, provide the corporate name of the Drainage District.  
+
|- style="vertical-align:top;"
−
 
+
| [https://epg.modot.org/forms/JSP/LPA1808.docx LPA1808] || LPA Buy America Requirements || || LPA-18-08A || 2/10/2023 ||
−
'''Page 3.''' Photographs depicting the site conditions at the time of survey shall be provided.
+
|- style="vertical-align:top;"
−
 
+
| [https://epg.modot.org/forms/JSP/LPA2301.docx LPA2301] || LPA Buy America Requirements Non-Iron and Steel || || LPA-23-01 || 10/6/2023 ||
−
'''Page 4.''' General Instructions for Bridge Surveys.
+
|- style="vertical-align:top;"
−
 
+
| [https://epg.modot.org/forms/JSP/LPA1511.docx LPA1511] || Optional Pavements || || LPA-15-11A || 10/30/2023 ||
−
===747.1.2.2 Bridge Survey Sheets===
+
|- style="vertical-align:top;"
−
The following Bridge Survey Sheets are submitted when applicable (each sheet is to be submitted as a dgn file and also as a PDF):
+
| [https://epg.modot.org/forms/JSP/LPA1513.docx LPA1513] || Utilities || || LPA-15-13A || 10/6/2023 ||
−
 
+
|- style="vertical-align:top;"
−
:[[#747.1.3.2 Plan Sheets|Plan Sheet(s)]]
+
| [https://epg.modot.org/forms/JSP/LPA1512.doc LPA1512] || Work Zone Traffic Management Plan (Traffic Control) || || LPA-15-12 ||
−
:[[#747.1.3.3 Typical Section Sheet|Typical Section Sheet(s)]]
 
−
:[[#747.1.3.4 Profile Sheet |Profile Sheet(s)]]
 
−
:[[#747.1.3.5 Valley/Channel Section Sheets|Valley/Channel Section Sheet(s)]]
 
−
:[[#747.1.3.6 Cross Section Sheet(s)|Cross Section Files/Sheet(s)]]
 
−
 
 
−
===747.1.2.3 Preliminary Geotechnical Report===
 
−
The preliminary geotechnical report provides critical information necessary for the proper layout of structures. The spill slope recommendation is needed to determine minimum structure length. The geological data provided is used to assess possible foundation types and subsurface problems thereby leading to a potentially more accurate preliminary cost estimate provided with the bridge memorandum.
 
−
 
 
−
===747.1.2.4 GEO Files for Stream Crossings===
 
−
GEO files contain geographic information that is imported into HEC-RAS to create the geometric portion of the hydraulic model. If survey data is provided for more than one stream, a GEO file is created for each stream. If additional sections or offset profiles are needed beyond what is available in the GEOPAK to HEC-RAS Converter spreadsheet, create multiple GEO files using the same streambed profile.
 
−
 
 
−
A GEOPAK to HEC-RAS Converter and tutorial videos are available in article [http://caddnet/index.php?title=Road_Support_Training#Bridge_Survey 1.3 Bridge Survey] on the CADD Support Services web page under GEOPAK Road – GEOPAK Support Material. The GEO file(s) and the GEOPAK to HEC-RAS Converter spreadsheet(s) are submitted with the Bridge Survey.
 
−
 
 
−
The following items are to be included in the GEO File(s) (stationing direction requirements for profiles and sections are based on the stationing directions required by HEC-RAS):
 
−
 
 
−
'''[http://epg.modot.org/index.php?title=238.3_Route_Surveying#238.3.36.1.3_Centerline_and_Offset_Profiles Centerline and Offset Profiles]''' - Profile chains created for use in the GEOPAK to HEC-RAS Converter are created so that the stationing in the GEO file will run from left to right when looking downstream. Profile stationing for the GEO file starts at zero and may run the opposite direction of the roadway stationing.
 
−
 
 
−
'''[http://epg.modot.org/index.php?title=238.3_Route_Surveying#238.3.36.3.6_Streambed_Profiles Streambed Profile(s)]''' – Stationing for streambed profiles should begin at zero at the downstream end and increase going upstream.
 
−
 
 
−
'''[http://epg.modot.org/index.php?title=238.3_Route_Surveying#238.3.36.3.7_Valley_Sections Valley Sections]''' – Stationing for valley sections run from left to right looking downstream.
 
−
 
 
−
'''[http://epg.modot.org/index.php?title=238.3_Route_Surveying#238.3.36.3.8_Typical_Channel_Sections Typical Channel Sections]''' - Stationing for channel sections run from left to right looking downstream.
 
−
 
 
−
'''[http://epg.modot.org/index.php?title=238.3_Route_Surveying#238.3.36.3.9_Existing_Bridges Existing Bridges]''' - Stationing for sections at existing bridges run from left to right looking downstream.
 
−
 
 
−
===747.1.2.5 Additional Information===
 
−
The following additional information is provided to aid the preliminary designer in the efficient and accurate layout of the structure:
 
−
 
 
−
:.dgn Reference Files
 
−
:.tin Files
 
−
:GEOPAK Cross Section Files
 
−
:Bridge Survey Checklist
 
−
:Photos
 
−
 
 
−
===747.1.2.6 Bridge Survey Submittal Process===
 
−
 
 
−
====747.1.2.6.1 Submitting the Bridge Survey====
 
−
The completed bridge survey report including all applicable files and reports listed in EPG 747.1.2 Bridge Survey Submittals
 
−
is submitted to the Bridge Division Bridge Survey Processor through ProjectWise. Once all the bridge survey documents are available in ProjectWise send an email to the Bridge Survey Processor indicating that the bridge survey is being submitted and providing a link to the bridge survey documents in ProjectWise.
 
−
 
 
−
====747.1.2.6.2 ProjectWise====
 
−
To submit the Bridge Survey, create a new folder named BR Survey under the appropriate job number in ProjectWise.
 
−
 
 
−
[[image:7471.2.6.2 1.jpg| center|170px]]
 
−
 
 
−
When there are multiple bridge structures in a Job number, create an additional folder for each location in the BR Survey folder. Use the route and feature crossed to designate the location (for example, B over Turkey Creek, 67 NB over 60, MSE Wall 67 over 60). Existing bridge numbers may be used for bridge replacement and rehabilitations.
 
−
 
 
−
[[image:7471.2.6.2 2.jpg| center|300px]]
 
−
 
−
Once the folders have been created, copy and paste the Bridge Survey documents into the appropriate folder(s). Be sure to include all reference files associated with the MicroStation .dgn files.
 
−
 
 
−
====747.1.2.6.3 Creating a Link====
 
−
To create a link, left click on the ProjectWise folder, left click in the address bar to highlight the contents, and then right click and select copy from the dropdown menu. Right or left click in the body of the email and click on the paste icon.
 
−
 
 
−
[[image:7471.2.6.3.jpg| center|650px]]
 
−
 
 
−
====747.1.2.6.4 Revising Bridge Surveys====
 
−
 
 
−
=====747.1.2.6.4.1 Naming Revised Documents=====
 
−
To prevent confusing revised documents with the original documents or previous revisions add the suffix "Rev" with the revision number to the file name (for example, '''001_jobnumber_brplanRev1.dgn''').
 
−
 
 
−
Subsequent revisions if required would be '''001_jobnumber_brplanRev2.dgn, 001_jobnumber_brplanRev3.dgn''', etc.
 
−
 
 
−
=====747.1.2.6.4.2 Submitting Revised Documents=====
 
−
To submit revised Bridge Survey documents, create a new folder named Revisions-“todays date” (yymmdd) (for example, Revisions-140811) in the appropriate  BR Survey folder or location folder and, copy the revised documents into the folder. Be sure to include all reference files associated with the MicroStation .dgn files.
 
−
 
 
−
[[image:747.1.2.6.4.2 1.jpg|center|340px]]
 
−
 
 
−
If additional revisions are required, create a new folder using the current date for each revision to prevent confusion.
 
−
 
 
−
[[image:747.1.2.6.4.2 2.jpg|center|340px]]
 
−
 
 
−
E-mail the Bridge Survey Processor with a link to the appropriate folder and indicate that a revision to the bridge survey has been made.
 
−
 
 
−
====747.1.2.6.5 Bridge Survey Submittal Timeline====
 
−
Submit Bridge Surveys at least 12 months prior to the Plans Completion Date (PCD) for nonseismic bridges to allow adequate time for preliminary and structural design. See [http://epg.modot.org/index.php?title=751.1_Preliminary_Design#751.1.1.5_New_Regular_Bridge_Design_Schedule_.28Nonseismic.29_.28Nonrailway_Crossing.29 EPG 751.1.1.5 Routine New Bridge Design Schedule] for additional details. Seismic bridges may require as much as 24 months for structural design; consult the Structural Liaison Engineer for an estimate of when Bridge Survey should be submitted.
 
−
 
 
−
==747.1.3 Bridge Survey Sheet Data==
 
−
 
 
−
===747.1.3.1 Common Data (All Bridge Survey Sheets)===
 
−
====747.1.3.1.1 Title Block ====
 
−
Care should be taken to fill out the Title Block thoroughly and completely.  For new construction, the new bridge number will not be known at time of Bridge Survey submittal.
 
−
 
 
−
The station to be used is the station along the project roadway at the intersection of the project roadway and the roadway below/above or the center of the stream below.
 
−
 
 
−
====747.1.3.1.2 Other Information====
 
−
Consistent uniform sheet numbering and naming practices allows for quick sheet identification thereby improving the efficiency of the work flow process.
 
−
 
 
−
To clarify how many bridge survey sheets there are and to differentiate them from the reference files, name Bridge Survey sheets using the following format:
 
−
 
 
−
:'''001_Jobnumber_description.dgn
 
−
:'''002_Jobnumber_description.dgn
 
−
:'''003_Jobnumber_description.dgn'''
 
−
 
 
−
===747.1.3.2 Plan Sheets===
 
−
====747.1.3.2.1 General Information for All Plan Sheets ====
 
−
The Plan Sheet is used to show a plan view of the proposed structure. 
 
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'''Guidance about the additional requirements for [[#747.1.3.2.2 Additional Information for Stream Crossings|Stream Crossings]], [[#747.1.3.2.3 Additional Information for Grade Separations|Grade Separations]], [[#747.1.3.2.4 Additional Information for Railroad Crossings|Railroad Crossings]] and [[#747.1.3.2.5 Additional Information for Retaining Walls|Retaining Walls]] is available. '''
 
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−
The following items are included as general information for all Plan Sheets:
 
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−
'''North Arrow''' - A north arrow shall be prominently placed on Plan Sheet.
 
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−
'''Title''' - “PLAN” shall be placed at the top center of the sheet.
 
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−
'''Scale''' - The preferred scale for plan sheets is 1 in. = 100 ft.  Where the extent of the area is such that the entire area cannot be shown on one sheet at this scale, a scale of 1 in. = 200 ft. may be used, or additional sheets with match lines as required may be used.  For further clarity, a larger scale may be used as long as all pertinent information fits on the Plan Sheet.  A graphic scale shall be prominently displayed on Plan Sheet.
 
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'''Stationing''' - Stationing shall be shown with stations increasing from left to right.
 
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−
'''Details''' - Show location of existing and proposed roadways with stationing, labeling, bearings and dimensions. Center details on Plan Sheet as much as possible.
 
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−
'''Horizontal Curve Data''' – If applicable, the horizontal curve data shall be given.
 
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−
'''Structure Locations''' - Show location of existing bridge with general dimensions and stationing.  Show location of proposed bridge.
 
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−
'''Four Section Index''' - Provide small four section index map showing approximate course of streams and location of roads and bridges.
 
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−
'''Bench Marks''' – See [[238.3 Route Surveying#238.3.36.1 General Bridge Survey Information|EPG 238.3.36.1.1 Benchmarks]]. Provide location, elevation and description of two permanent bench marks.  These may be moved to the Typical Section Sheet if room is needed on the Plan Sheet.
 
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'''State Plane Coordinate System''' – See [http://epg.modot.org/index.php?title=238.1_Aerial_Mapping_and_LiDAR_Surveys#238.1.4.2_Coordinate_System EPG 238.1.4.2 Coordinate System]. Provide the coordinate system (NAD83) used for the project.  This may be moved to the Typical Section Sheet if room is needed on the Plan Sheet.
 
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'''Vertical Datum''' – See [http://epg.modot.org/index.php?title=238.1_Aerial_Mapping_and_LiDAR_Surveys#238.1.4.3_Vertical_Datum EPG 238.1.4.3 Vertical Datum]. Provide the survey datum used for the survey (for example, NAVD 88) and any datum shift information should be provided here as well (for example, NAVD 88 = NGVD 29 + 1.23’).  This may be moved to the Typical Section Sheet if room is needed on the Plan Sheet.
 
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'''Zone''' - Provide the zone (East, Central or West) for the project location.  This may be moved to the Typical Section Sheet if room is needed on the Plan Sheet.
 
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'''Projection Factor''' – [http://epg.modot.org/index.php?title=238.1_Aerial_Mapping_and_LiDAR_Surveys#238.1.4.4_Projection_Factor See EPG 238.1.4.4 Projection Factor]. Provide the projection factor for the project location.  This may be moved to the Typical Section Sheet if room is needed on the Plan Sheet.
 
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'''Existing and Proposed Incidental Features''' - Buildings, fences, drainage features, temporary bypasses and other improvements within the extents of the survey (see [http://epg.modot.org/index.php?title=238.3_Route_Surveying#238.3.28_Man-made_features EPG 238.3.28, Man-made Features]) should be shown on the Plan Sheet.  Show all utilities (see [http://epg.modot.org/index.php?title=238.3_Route_Surveying#238.3.29_Utilities EPG 238.3.29 Utilities]) overhead and underground and note utilities to be placed on bridge, if any.  Include location, size and flow line elevations of storm water drainage structures.
 
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−
'''Boundaries''' - Show existing and proposed right of way and easements on Plan Sheet.  Include labeled section, township and range lines when applicable.
 
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'''Contour Lines''' – Contour lines shall be provided to the limits and intervals given in [[238.3 Route Surveying#238.3.36.3.5 Extent of contours|EPG 238.3.36.3.5 Extent of Contours]]  and [[238.3 Route Surveying#238.3.36.2 Grade Separation|EPG 238.3.36.2 Grade Separation]]. Contours at 10 ft. intervals shall be shown using a heavier line.
 
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'''Tie Station''' – The intersecting roadway stationing and skew angle for all streams, routes, railroad lines and retaining walls are to be clearly labeled where applicable.
 
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====747.1.3.2.2 Additional Information for Stream Crossings ====
 
−
'''For information required for all plan sheets see [[#747.1.3.2.1 General Information for All Plan Sheets|EPG 747.1.3.2.1 General Information for All Plan Sheets]].'''
 
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−
The plan sheet for stream crossing projects is used to show the alignment of the stream in reference to the alignment of the roadway.  The information provided on this drawing is used in the hydraulic analysis for the project vicinity during flood events.  The accuracy of the hydraulic analysis, the hydraulic performance of the new bridge structure during a flood event, and the determination of possible flooding effects on properties in the vicinity are all highly dependent upon the detail and accuracy provided in this drawing.
 
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−
'''Roadway Design Frequency''' – The design flood frequency for the roadway design, see [[748.2 Roadway Design Criteria|EPG 748.2 Roadway Design Criteria]].
 
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'''Plan Extents''' - The course of the stream plotted sufficiently to show the extent of the project vicinity affected during flood conditions – to the limits described in [[238.3 Route Surveying#238.3.36.3.6 Streambed Profiles|EPG 238.3.36.3.6 Streambed Profiles]].
 
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−
'''Contour Lines''' - Topographic contour lines in the project vicinity affected during flood conditions extending at least 1,000 ft. up and down the valley from the proposed crossing.  Bridge Division evaluates all of the topographic elevation information in the project vicinity to aid in the development of the hydraulic analysis.  Although the Valley Sections and the Channel Sections described below provide detail of the groundline information at certain locations, it is necessary for the hydraulic designer to be able to accurately develop additional valley sections based on the extent of the topographic contour lines provided on this plan sheet.  As a result, the topographic contour lines should be provided far enough away from the stream to ensure that all portions of the valley that could be flooded are included. 
 
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'''Stream Meander''' - An accurate depiction of the meander of the stream, as obtained from a survey is shown.  The accurate plan view representation of the stream layout is critical to the hydraulic analysis software used in the design. See [[238.3 Route Surveying#238.3.36.3.4 Stream Meanders|EPG 238.3.36.3.4 Stream Meanders]] for additional information.
 
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−
'''Flow Direction''' - The direction of stream flow. 
 
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−
'''Channel Changes''' - The location and alignment of past or proposed channel changes in the project vicinity.  If a proposed channel change is to occur, the drawing should give reference to a typical proposed channel section that are shown on the [[#747.1.3.5 Valley/Channel Section Sheets|Valley/Channel Section Sheets]] or the [[#747.1.3.6 Cross Section Sheet(s)|Cross Section Sheet(s)]].
 
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−
'''Special Features''' - Location and description of any features above and below the crossing which could affect the course of the stream or the layout of the bridge. 
 
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'''Labeling''' - Name of the stream, stating whether it is a river, creek, drainage ditch, ravine, dry run, etc. 
 
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−
'''Valley Sections''' - Locations of surveyed Valley Sections, including stationing.  The location of the valley sections should be located accurately on the plan sheet, including the distance upstream or downstream of the roadway centerline as measured along the centerline of the stream; as well as an orientation and skew of the section line to the stream.  The section line should also be located in the plan view by offset distances and angles from tie points on the roadway.  Stationing marks should be indicated on the section line, and confirmed with the cross section data to ensure that the centerline of the channel is located at the proper station. It is important that the orientation of the valley section when input into the hydraulic analysis software be “facing downstream”.  Because of this need, the valley section should be surveyed so that the completed cross section will represent the viewer facing in the downstream direction, and so that when viewing the actual cross section shown on the associated Bridge Survey drawing, the “zero station” of the cross section will be shown to the left. 
 
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−
'''Channel Sections''' - Location of the typical Channel Sections, including stationing.  These sections are intended to be accurate surveys of representative “typical” channel sections for the project vicinity; additional channel sections should also be provided to represent unusual or constrictive channel conditions.  As noted for Valley Sections, the same orientation, stationing and descriptions of the section locations should be used. 
 
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−
'''Erosion''' - Identified areas of bank deterioration and erosion should be indicated on the plan sheet and supplemented with photographs, if possible.  This will be of great help in preparation for further investigative field visits to the site.
 
−
 
 
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====747.1.3.2.3 Additional Information for Grade Separations====
 
−
'''For information required for all plan sheets see EPG 747.1.3.2.1 General Information Required for all Plan Sheets.'''
 
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−
Many of the criteria and principles pertaining to the layout of stream crossing bridges are also applicable to grade separation bridges.
 
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−
Bridge length and substructure locations are usually controlled by horizontal and vertical geometrics. Vertical and Horizontal Clearance requirements are given in [http://epg.modot.org/index.php?title=751.1_Preliminary_Design#751.1.2.5_Bridge_Width.2C_Vertical_and_Horizontal_Clearance EPG 751.1.2.5 Bridge Width, Vertical and Horizontal Clearance].
 
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−
For structures spanning freeway type facilities, two-span bridges with MSE walls in front of the end bents are commonly used if the required span length is not excessive.
 
−
 
 
−
'''Stationing''' - The stationing along the routes under the bridge are to be shown in enough detail to determine the direction of stationing and the location of stationing baseline (i.e., centerline roadway, median edge of pavement, centerline median, etc.).
 
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−
'''Labeling''' - The under routes are to be clearly labeled with the name of the route and direction of traffic, (for example, Route 50, SBL, NBL, Ramp 1, North Outer Road, etc.).
 
−
 
 
−
'''Drainage Features''' - All roadway drainage features both existing and proposed are to be clearly identified and labeled.
 
−
 
 
−
'''Ramps''' - Information for all ramps shall include: tie station, location of stationing baseline, enough stationing to determine direction of stationing and horizontal alignment.
 
−
 
 
−
'''Outer Roads''' - Information for all outer roads shall include: tie station, location of stationing baseline, enough stationing to determine direction of stationing and horizontal alignment.
 
−
 
 
−
====747.1.3.2.4 Additional Information for Railroad Crossings ====
 
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'''For information required for all plan sheets see [[#747.1.3.2.1 General Information for All Plan Sheets|EPG 747.1.3.2.1 General Information for All Plan Sheets]].'''
 
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−
'''Information for Grade Separations in EPG 747.1.3.2.3 shall be provided in addition to the following data:'''
 
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−
'''Stationing''' - The stationing along the railroad lines under the bridge is to be shown in enough detail to determine the direction of stationing.
 
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−
'''Milepost''' - Railroad milepost at intersection shall be labeled.
 
−
 
 
−
'''Curve Data''' - If applicable, the horizontal curve data for all railroad lines shall be given.
 
−
 
 
−
'''Labeling''' - The location of required cross sections shall be shown and clearly labeled as to identify the direction of stationing.  See [[#747.1.3.6 Cross Section Sheet(s)|EPG 747.1.3.6 Cross Section Sheet(s)]].
 
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−
====747.1.3.2.5 Additional Information for Retaining Walls====
 
−
'''For information required for all plan sheets see [[#747.1.3.2.1 General Information for All Plan Sheets|EPG 747.1.3.2.1 General Information for All Plan Sheets]].'''
 
−
 
 
−
'''Location''' - The retaining wall shall be shown at the proposed location.  The baseline for the wall shall be clearly labeled.
 
−
 
 
−
'''Tie Points and Offset Dimensions''' - Station and offset dimension ties are to be given at the ends of the wall and any breakpoints (change in direction/alignment) in the wall.  Offset dimensions are to be shown to the critical wall location; front face of the wall if the under route offset is critical and fill face of wall if the over route offset is critical.
 
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'''Alignment''' - Provide proposed horizontal alignment of the wall.  Provide horizontal curve data if the wall is not parallel to the centerline roadway.
 
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−
===747.1.3.3 Typical Section Sheet===
 
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−
====747.1.3.3.1 Typical Sections (Roadways, Ramps, Bypasses)====
 
−
Typical sections provide a multitude of valuable information necessary for the proper layout of structures.  Typical sections, for existing and proposed roadways, should be provided for the main line route, all under routes, all ramps and outer roads in the near vicinity of the proposed structure that may affect or be affected by the construction of the structure.
 
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−
'''Scale''' - Typical sections should be placed on the sheet using a scale that allows easy legibility and arranged in such a manner to provide distinction between the sections.
 
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−
'''Labeling''' - The title under each section should include the name of the roadway, ramp, etc. and the station limits for which the section is valid.
 
−
 
 
−
'''Profile Grade''' - The location of the profile grade shall be clearly identified.
 
−
 
 
−
'''Cross Slope''' - The cross slope and/or superelevation of each lane and shoulder shall be shown with an arrow indicating the direction of slope.  Inclination of side slope(s) shall also be shown.
 
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−
'''Dimensioning''' - Dimensions shall be provided for all lane widths, shoulder widths, multi-use paths/sidewalks, median widths, side slopes and ditch widths.
 
−
 
 
−
'''Clear Zone''' - The clear zone shall be shown by dimensioning from the edge of travelway and clearly labeled as such.
 
−
 
 
−
'''Guardrail, Barrier Curb and Fence''' - The locations of any guardrail, barrier curb and/or fence either existing or proposed shall be shown along with dimension to edge of travelway, roadway or shoulder.
 
−
 
 
−
====747.1.3.3.2 Design Traffic (Construction Year and Design Year)====
 
−
Traffic information is typically provided for the route on which the structure is to be built.  It is generally not necessary to provide traffic data for ramps and outer roads.
 
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−
'''Traffic Counts''' - Design year traffic and construction year traffic in the form of ADT and AADT with the percentage of traffic attributed to trucks and the design speed shall be placed on the sheet near the section to which the data pertains.
 
−
 
 
−
'''Traffic Handling''' - If provision is to be made for handling traffic in the immediate vicinity of the structure that will affect the structure in any way, a recommendation for the location of a bypass, and/or staging of construction are included.
 
−
 
 
−
====747.1.3.3.3 Other Information ====
 
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The typical section sheet can serve as a location for several other pieces of information.
 
−
 
 
−
'''Survey Points''' - Survey control points, reference points, benchmarks, and survey datum can be placed at any convenient location on the typical section sheet.
 
−
 
 
−
'''Shape File''' - The superelevation transition data table (i.e., shape file) should be shown if applicable.
 
−
 
 
−
===747.1.3.4 Profile Sheet ===
 
−
 
 
−
====747.1.3.4.1 General Information for All Profile Sheets====
 
−
'''Guidance about the additional requirements for [[#747.1.3.4.3 Additional Information for Stream Crossings|Stream Crossings]], [[#747.1.3.4.4 Additional Information for Grade Separations|Grade Separations]], [[#747.1.3.4.5 Additional Information for Railroad Crossings|Railroad Crossings]] and [[#747.1.3.4.6 Additional Information for Retaining Walls|Retaining Walls]] is available.'''
 
−
 
 
−
The three lines of ground profiles plus the proposed profile grade provide critical information used in the layout of structures.  The profiles aid in determining the length of structure, allowable substructure location, span lengths, superstructure type, superstructure depth, verification of the proposed profile grade and may be used as valley sections for hydraulic analysis.  This information is used in conjunction with the freeboard or minimum vertical clearance requirements.
 
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−
'''Profiles''' – See [[238.3 Route Surveying#238.3.36.1.3 Centerline and Offset Profiles|EPG 238.3.36.1.3 Centerline and Offset Profiles]]. Three existing ground profiles are to be shown parallel to the roadway.  One profile is taken at the centerline of the roadway and the other two beyond the outer extents of the shoulders on either side.  For stream crossings, especially bridge replacements over streams, the left and right profiles should be taken outside of any existing roadway fill, roadway ditches and/or drainage tributaries. Generally these are 30 ft. left and right of the centerline. 
 
−
 
 
−
'''Profile Key''' - A profile key is shown indicating the line style and color designation for each of the profile lines.
 
−
 
 
−
'''Scale''' - The scale of the profile sheet in the vicinity of the structure shall be 1”=10’.  For stream crossings, the portions of the profile in the valley not occupied by the structure may be to a smaller scale.
 
−
 
 
−
'''Proposed Vertical Profile''' - The proposed vertical profile grade line is shown with the vertical curve data and the V.P.C., V.P.I. and V.P.T. labeled. The thruway profile is shown for a distance of at least 500 ft. either side of the proposed structure.
 
−
<div id="Grades"></div>
 
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−
'''Grades''' - Grades to the limits of the profiles, both proposed and Existing, are included on the report for the thruway and the crossroad. [http://epg.modot.mo.gov/files/1/19/748.7_Figure_Superstructure_Depth_Requirements.pdf Superstructure depth requirements] are used along with the Minimum Vertical Clearances Table to establish the relation of the grades at the intersection where minimum clearances control.  For vertical clearance requirements see [http://epg.modot.org/index.php?title=751.1_Preliminary_Design#751.1.2.5_Bridge_Width.2C_Vertical_and_Horizontal_Clearance EPG 751.1.2.5 Vertical and Horizontal Clearance].  Refer to [http://epg.modot.org/index.php?title=131.1_Design_Exception_Process#131.1.7_Deficient_Vertical_Clearances_on_Interstates EPG 131.1.7 Deficient Vertical Clearances on Interstates] for information about coordinating minimum vertical clearance for grade separation structures with the Defense Department.
 
−
 
 
−
'''Placement and Labeling''' - The profiles shall be aligned on the profile sheet such that even stationing and elevations are in line with the gridlines of the sheet.  Gridlines shall be labeled every 10 ft. in elevation and 50 ft. in stationing.
 
−
 
 
−
'''Bridge Widening Profiles''' - In the case of widening an existing structure, field shots shall be taken every 10 ft. along the gutter lines and centerline of the structure and reported on a profile sheet with the station and elevation of each location labeled.
 
−
 
 
−
====747.1.3.4.2 Contracted Profile====
 
−
A contracted profile provides a greater overview of the profile.
 
−
 
 
−
'''Scale''' - The scale for the contracted profile shall be 1”=100’ horizontal and 1”=10’ vertical.
 
−
 
 
−
'''Profiles''' - The contracted profile shall include the centerline groundline profile and the proposed profile grade line listed in EPG 747.1.3.4.1.
 
−
 
 
−
====747.1.3.4.3 Additional Information for Stream Crossings====
 
−
'''For information required for all profile sheets, see EPG 747.1.3.4.1 General Information for All Profile Sheets.'''
 
−
 
 
−
Water elevations are shown on the plot of the three line ground profile.
 
−
 
 
−
'''High Water Elevation''' - The extreme high water elevation at the immediate site of the stream crossing as ascertained per [[238.3 Route Surveying#238.3.36.3.10 Extreme High Water Elevation|EPG 238.3.36.3.10 Extreme High Water Elevation]].
 
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−
'''Ordinary High Water Elevation''' - The ordinary high water elevation at the immediate site of the stream crossing as ascertained per [[238.3 Route Surveying#238.3.36.3.11 Ordinary High Water Elevation|EPG 238.3.36.3.11 Ordinary High Water Elevation]].
 
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−
'''Low Water Elevation''' - The low water elevation at the immediate site of the stream crossing as ascertained per [[238.3 Route Surveying#238.3.36.3.12 Low Water Elevation|EPG 238.3.36.3.12 Low Water Elevation]].
 
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−
====747.1.3.4.4 Additional Information for Grade Separations====
 
−
'''For information required for all profile sheets, see [[#747.1.3.4.1 General Information for All Profile Sheets|EPG 747.1.3.4.1 General Information for All Profile Sheets]].'''
 
−
 
 
−
'''Over-Route Vertical Profile''' - All profile lines should show the proposed roadway(s) under the structure including pavement, ditches and spill slopes. 
 
−
 
 
−
'''New Under-Route Vertical Profile''' - If the roadway under the proposed structure is also new (to be constructed with the structure or in the future) then a vertical profile of the under route shall be provided for a distance of at least 100 ft. on either side of the proposed structure.
 
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−
'''Existing Under-Route Vertical Profile''' - If the roadway under the proposed structure is existing, then the profile of the existing road shall be provided in the form of field shots every 10 ft. along the edges of shoulder, edges of pavement, and centerline of roadway for a distance of at least 100 ft. on either side of the structure.  Cross sections may be provided in lieu of the profile sheet, see [[#747.1.3.6.2 Additional Information for Grade Separations|EPG 747.1.3.6.2 Additional Information for Grade Separations]] for details.
 
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−
====747.1.3.4.5 Additional Information for Railroad Crossings====
 
−
'''For information required for all profile sheets, see [[#747.1.3.4.1 General Information for All Profile Sheets|EPG 747.1.3.4.1 General Information for All Profile Sheets]].'''
 
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−
'''Information for Grade Separations in EPG 747.1.3.4.4 shall be provided, when applicable, in addition to the following data:'''
 
−
 
 
−
'''Over-Route Vertical Profile''' - All profile lines should show the rails under the structure along with any ditches and spill slopes.
 
−
 
 
−
'''Rail Survey''' - Field shots of the rails shall be provided on 25 ft. increments extending for at least 500 ft. on either side of the structure.  These field shots may be provided in the form of a rail profile sheet, cross sections of the rails or in tabular form.
 
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−
====747.1.3.4.6 Additional Information for Retaining Walls====
 
−
'''For information required for all profile sheets, see [[#747.1.3.4.1 General Information for All Profile Sheets|EPG 747.1.3.4.1 General Information for All Profile Sheets]].'''
 
−
 
 
−
'''Location''' - When a retaining wall is to be used under a proposed bridge, a vertical line showing the proposed placement of the face of the wall at the bridge centerline is to be shown on the profile.
 
−
 
 
−
'''Wall Elevation''' - The existing and proposed ground line along the face of the wall shall be shown displaying a developed elevation of the proposed wall.
 
−
 
 
−
===747.1.3.5 Valley/Channel Section Sheets===
 
−
 
 
−
'''General Information for all Valley/Channel Section Sheets'''
 
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−
The preparers of the Bridge Survey drawings and report are referred to [[238.3 Route Surveying#238.3.36.3 Stream Crossings|EPG 238.3.36.3 Stream Crossings]] for more supportive information and general requirements, and to [[238.3 Route Surveying#238.3.36.3.7 Valley Sections|EPG 238.3.36.3.7 Valley Sections]] and [[238.3 Route Surveying#238.3.36.3.8 Typical Channel Sections|EPG 238.3.36.3.8 Typical Channel Sections]] for detailed critical information regarding this information. The following items in particular should be identified in the Bridge Survey drawings that provide the surveyed valley and channel cross sections:
 
−
 
 
−
'''Scale''' - Valley and Channel cross sections should be drawn to the following scales: Horizontal scale: 1” = 100’ Vertical scale: 1” = 10’.
 
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−
'''Valley section under nearby existing structure(s)''' - When there is an existing nearby stream-crossing structure, a surveyed cross section should be provided underneath the structure to provide an accurate representation of the constriction size to the stream created by that structure.  See [[238.3 Route Surveying#238.3.36.3.9 Existing Bridges|EPG 238.3.36.3.9 Existing Bridges]].
 
−
 
 
−
'''Extreme High Water Elevation''' - The extreme high water elevation(s) as ascertained per [[238.3 Route Surveying#238.3.36.3.10 Extreme High Water Elevation|EPG 238.3.36.3.10 Extreme High Water Elevation]] should be provided on all valley sections. If actual high water elevations were not obtained for each valley section, the high water elevation from the survey centerline is shown at each valley section; however this elevation is adjusted to account for slope of the stream and the distance to each valley section. The adjustment is made by adding or subtracting, as appropriate, the local streambed slope multiplied by the distance along the streambed profile between the valley section and the survey centerline.
 
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−
'''Distance Upstream or Downstream''' - The location of the Valley or Channel Section must be identified in reference to the proposed stream crossing.  The distance to the Valley or Channel section should be provided along the line that approximates the path of the deepest part of the stream so that there will be an accurate distance either upstream or downstream of the centerline of the proposed stream-crossing structure.  For example, if the Valley Section 1 is located 400 ft. upstream of the centerline of the stream crossing structure, the drawing cross section should indicate both the section name “Upstream Valley Section 1” and “(located 400’ upstream)”.  Additionally, the section should be plotted on the drawing so that it is viewed in the downstream direction.  The preparers of the Bridge survey drawings should also check the bottom of channel elevation of each of the Valley and Channel sections in comparison to the bottom of channel elevation shown at the corresponding location on the Streambed Profile  to ensure that the bottom of channel elevations are in agreement.
 
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−
'''Streambed Profile''' - The streambed profile shall show the bottom of channel elevation. For details on stationing and profile length, see [[238.3 Route Surveying#238.3.36.3.6 Streambed Profiles|EPG 238.3.36.3.6 Streambed Profiles]].
 
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−
As noted in the above EPG 747.1.3.5 Valley/Channel Section Sheets, Distance Upstream or Downstream, the bottom of streambed profile elevations should be checked at the surveyed Valley and Channel section locations to ensure matching elevation.
 
−
 
 
−
===747.1.3.6 Cross Section Sheet(s)===
 
−
 
 
−
====747.1.3.6.1 General Information for all Cross Section Sheets  ====
 
−
'''Additional requirements for [[#747.1.3.6.2 Additional Information for Grade Separations|Grade Separations]], [[#747.1.3.6.3 Additional Information for Railroad Crossings|Railroad Crossings]] and [[#747.1.3.6.4 Additional Information for Retaining Walls|Retaining Walls]] are available.  '''
 
−
 
 
−
'''Cross Section File''' - A GEOPAK cross section file is to be provided whenever cross sections are required.
 
−
 
 
−
'''Scale''' - The scale of the cross sections shall be 1”=10’.
 
−
 
 
−
'''Legend''' - The legend of each cross section shall include the station at which the cross section is taken and a base elevation line.
 
−
 
 
−
'''Sheets File''' - A cross section sheets file corresponding to the GEOPAK cross section file shall also be submitted.
 
−
 
 
−
'''Ground lines''' - All cross sections are to include both existing and proposed ground lines.
 
−
 
 
−
====747.1.3.6.2 Additional Information for Grade Separations====
 
−
'''For information required for all Cross Section Sheets, see EPG 747.1.3.6.1 General Information for all Cross Section Sheets.'''
 
−
 
 
−
'''Profile Sheet Substitution''' - In the place of the existing roadway profile sheet ([[#747.1.3.4.4 Additional Information for Grade Separations|EPG 747.1.3.4.4 Additional Information for Grade Separations]]), a cross section file containing cross sections taken every 10 ft. extending at least 100 ft. on  either side of the structure may be submitted for the under route. The elevation of pavement centerline, pavement edges and shoulder edges shall be shown.
 
−
 
 
−
'''Drainage''' - Drainage features shall be shown.
 
−
 
 
−
====747.1.3.6.3 Additional Information for Railroad Crossings====
 
−
'''For information required for all Cross Section Sheets, see EPG 747.1.3.6.1 General Information for all Cross Section Sheets.'''
 
−
 
 
−
'''Information for Grade Crossings in EPG 747.1.3.6.2 shall be provided in addition to the following:'''
 
−
 
 
−
'''Cross Sections''' - Three cross sections are taken perpendicular to the tracks.  One cross section is taken just before the structure, one at the centerline intersection with the structure, and one just after the structure.  These cross sections are required by the railroad company to provide the perspective of a train passing through the crossing.  The railroad railbed, rails, ditches and elevation of rails shall be shown.  Cross sections shall extend at least 12 ft. on either side of the centerline of the exterior tracks.  See [http://epg.modot.org/index.php?title=751.1_Preliminary_Design#751.1.2.5_Bridge_Width,_Vertical_and_Horizontal_Clearance EPG 751.1.2.5 Bridge Width, Vertical and Horizontal Clearance]. See [http://epg.modot.org/index.php?title=751.5_Structural_Detailing_Guidelines#Pavements_and_Railroads EPG 751.5.2.1 Pavements and Railroads] for adjustments to section width for curved tracks.
 
−
 
 
−
'''Rail Survey Profile Substitution''' - In lieu of the [[#747.1.3.4.5 Additional Information for Railroad Crossings|rail survey profiles]], cross-sections may be obtained at intervals not exceeding 25 ft. along the railroad and for a distance of at least 500 ft. each side of the structure. Cross-sections are to include rails, rail elevations, railbed, railroad drainage features, ditches and existing and proposed ground lines.
 
−
 
 
−
====747.1.3.6.4 Additional Information for Retaining Walls ====
 
−
'''For information required for all Cross Section Sheets, see [[#747.1.3.6.1 General Information for all Cross Section Sheets|EPG 747.1.3.6.1 General Information for all Cross Section Sheets]].'''
 
−
 
 
−
'''Location''' - Cross sections shall be taken at 10 ft. intervals perpendicular to the face of the wall starting approximately 25 ft. before the beginning of the wall and continuing for approximately 25 ft. beyond the end of the wall.  The cross sections shall include wall location and the existing and proposed ground lines.
 
−
 
 
−
==747.1.4 Aerial Imagery Overlay Procedure==
 
−
 
 
−
===747.1.4.1 Purpose===
 
−
 
 
−
This procedure is a quick and comprehensive design tool that can be made part of the Bridge Survey submittal package at the consensual agreement of those involved with incorporating and utilizing it on a project-by-project basis. Therefore, use of this procedure is not required but should be considered as subject to core team discussion prior to submittal of surveys to determine level of interest on the part of both the district Design divisions and Bridge Division. It is important that any imagery attached to a MicroStation file have the capability of being preferentially turned off at the discretion of the designer(s).
 
−
 
 
−
This procedure can provide a more complete representation of the land use around a bridge that is not included in the typical survey information. It can also be used to generate a more accurate hydraulic model. As a time savings tool, the procedure and options provided can reduce guesswork and lengthy preliminary layout and design investigations while visually enhancing unusual terrestrial features combined with complex roadway geometry through the utilization of photogrammetric data.
 
−
 
 
−
===747.1.4.2 Guidance===
 
−
 
 
−
The economical design of a stream-crossing bridge that satisfies flooding design requirements relies on the extent of the information provided in the Bridge Survey Report drawings that identify the unique nature of the stream, the stream valley and the natural and manmade features that exist within the portion of that valley that is affected by potential flooding.
 
−
 
 
−
As a result, an aerial view that shows details of ground cover, structures and public and private improvements for the entire extents of the plat sheet coverage is a very valuable tool that can accurately tie data used for the hydraulic design of the bridge to the specific locations of the physical features that exist in the field near the project.
 
−
 
 
−
For situations where accurate and extensive topographic information upstream and downstream of the bridge (as described in [[#747.1.3.4.3 Additional Information for Stream Crossings|EPG 747.1.4.3 Additional Information for Stream Crossings]] and [http://epg.modot.org/index.php?title=750.3_Bridges#750.3.2.2_Data_Collection EPG 750.3.2.2 Data Collection]) may not be readily available, an aerial view layer in the MicroStation Bridge Survey plan drawing that is of the same scale as the roadway drawing can be used to support design assumptions, and to better identify the best locations for additional survey data or field investigation, when needed.
 
−
 
 
−
For any bridge project, the ability of the designer to use MicroStation’s measuring tools with combined aerial photography and roadway and bridge design geometry supports production of effective and economical design.
 
−
 
 
−
Latest mapping should be used with filename and date recorded on/with the image for future reference and historical purposes, or at least noted in the correspondence.
 
−
 
 
−
===747.1.4.3 Instructions for Importing Aerial Imagery into MicroStation===
 
−
 
 
−
CADD Support Services has provided valuable information on many different procedures related to attaching imagery to a MicroStation file or converting MicroStation geometry to a format that can be viewed inside Google Earth. As technology improves, CADD Support Services will continue to update this information along with any other CADD related items on the CADD wiki site to have the most up-to-date processes for our MoDOT users. Listed below are some links to the CADD Support wiki site that contain documentation or videos on these procedures.
 
−
 
 
−
'''Option 1, [http://caddnet/index.php?title=ArcGIS_CADD_Intergration_Manual Using Web Map Server Imagery] '''
 
−
 
 
−
:Geographic Coordinate System & Google Earth Tools
 
−
:Utilizing Web Map Server Imagery
 
−
 
 
−
::CADD Support has provided links to available web map servers that contain aerial and quad imagery that can be utilized inside a MicroStation file. The web map server links are tied to a server with the Missouri Spatial Data Information Service (MSDIS). The aerial imagery is at 2 ft. pixel resolution. (Quality of aerial imagery depends on pixel resolution which may be different for different areas of the state. Availability of imagery is dependent upon MSDIS and some areas may not be available or updated yet.) Once the web map imagery has been attached, an image may be created from the web map imagery for the limits of the project.
 
−
 
 
−
::To use this procedure correctly, a geographic coordinate system will need to be applied to the MicroStation file first so the imagery will lay in correctly with the MicroStation data.
 
−
 
−
'''Option 2, Using Imagery and USGS Quads with MicroStation '''
 
−
 
 
−
:Photogrammetry has provided for MoDOT users aerial and quad imagery that can imported into the MicroStation file. This imagery normally comes from the Missouri Spatial Data Information Service (MSDIS). The imagery will have a little better resolution (at 2 ft. pixel resolution) than the Web Map Server imagery. Keep in mind though that this is 2008 imagery vs. the 2012 imagery from the web map server.
 
−
 
 
−
'''Option 3, MicroStation Geometry to Google Earth '''
 
−
 
 
−
:Geographic Coordinate System & Google Earth Tools
 
−
 
 
−
::MicroStation has the capability to convert the geometry inside the file into a file format (KML) that can be viewed inside Google Earth. Once the KML has been created, it can be viewed over Google Earth imagery. The KML file also has the ability to turn on/off levels and references files that were in the MicroStation file when the KML file was created.
 
−
::As with Option 1, a geographic coordinate system will need to be applied to the MicroStation file first before this can be done correctly.
 
−
 
−
::'''How To Videos '''
 
−
 
 
−
::For Options 1 and 3, there are also some online videos on these procedures that may be helpful.
 
−
:::Custom Geographic Coordinate System
 
−
:::Exporting MicroStation Geometry to Google Earth (KML)
 
−
:::Attaching Web Map Server and Creating Job Image
 
−
 
 
−
==747.1.5 Other Miscellaneous Structures==
 
−
 
 
−
Elevations and geometric data sufficient to develop plans for the proposed structure, including sign attachments and special footings such as for high mast tower lights, should be provided. Any subsurface investigation required will be coordinated by the Bridge Division. Right of way and/or permanent easement limits expected to affect the location or dimensions of the structure should be provided.
 
−
 
 
−
'''Guidelines for the Design of Miscellaneous Foundations'''
 
−
 
 
−
Examples of miscellaneous foundations, other than bridges, requiring geotechnical surveys and specific design are sign trusses, high mast lighting, etc. The district should submit the following information to the Bridge Division Bridge Survey Processor (Bridge Survey Processor@modot.mo.gov) when a foundation design is required. Providing this information as outlined below, and in a timely manner, will allow the Bridge Division to produce cost efficient designs and details for structural foundations.
 
−
 
 
−
Foundation designs for tubular span supported highway signs will be designed as shown in the standard plans. Foundation designs for box trusses (i.e., aluminum, butterfly and cantilever, and structural steel) will be determined by the Bridge Division relative to cost-effectiveness.
 
−
 
 
−
The Bridge Division personnel will be available to serve as a liaison between the district and involved functional units.
 
−
 
 
−
'''Time Frame Required.''' The Bridge Division will need 22 weeks to design any miscellaneous structure foundations and it is essential that all required information be submitted no later than 22 weeks prior to the due date. Within this 22 week timeframe, the Soils and Geology Section will need 10-12 weeks to perform the following:
 
−
 
 
−
:* Put the geotechnical survey into the drilling schedule.
 
−
:* Allow time for inclement weather conditions.
 
−
:* Drill and sample the foundation materials.
 
−
:* Perform strength and classification tests on the soil and rock encountered in the drilling operations.
 
−
:* Interpret the geotechnical data and report findings and recommendations for the foundation design.
 
−
 
 
−
'''District Request.''' Unless a drilled shaft foundation is specifically requested by the district to be the only option considered, the Bridge Division will choose the most cost-efficient foundation (spread footing or drilled shaft foundation). [[:Category:130 Value Engineering|Value engineering]] proposals, after award of the project, for the foundation design will not be considered and will be stated as such in the Bridge special provisions.
 
−
 
 
−
'''Layout.''' The district is to provide stationing and offsets for foundation locations to the Bridge Division so that the miscellaneous foundation layouts can be sent to the Construction and Materials Division with other structure layouts from the Bridge Division. This procedure allows for surveying, utility marking and dispatching of drilling equipment and personnel in the most efficient manner.
 
−
 
 
−
'''Geotechnical Report to the Bridge Division.''' The Construction and Materials Division will provide geotechnical parameters for design of the foundations to the Bridge Division Bridge Survey Processor (Bridge Survey Processor@modot.mo.gov), with a copy to the district.
 
−
 
 
−
'''Location and Sign Information Layout.''' The district will provide detailed information about each structure. The information typically shown on the data sheet and the cross section for each structure in a set of roadway plans is necessary for the proposed foundation design computations. The quantity for footing and pedestal concrete, normally shown on the [http://www.modot.org/business/standards_and_specs/d-sheets.htm D-32], [http://www.modot.org/business/standards_and_specs/d-sheets.htm D-33] and [http://www.modot.org/business/standards_and_specs/d-sheets.htm D-34] truss data sheets, is not required with this submittal.
 
−
 
 
−
==747.1.6 Additional Information for Retaining Walls==
 
−
 
 
−
===747.1.6.1 Cast-in-place Retaining Walls===
 
−
 
 
−
When the use of retaining walls along the shoulder line of a roadway is required, either in cut or fill sections, the same type of wall through the entire structure length is preferable rather than incorporating an "L" type at each end when height permits. In fill sections, a concrete safety barrier curb shall be provided and shall be tied into a concrete shoulder as a roadway item. In cut sections, a type B concrete traffic barrier shall be provided as a roadway item and placed against the retaining wall at the shoulder line. Provisions shall be made to attach standard bridge anchor section (thrie beam) to eliminate point obstacles where retaining walls end in cut or fill sections.
 
−
 
 
−
====747.1.6.1.1 “L” Type Retaining Walls====
 
−
The "L" type takes its name from being shaped like the letter "L." The footing of the wall may be placed under the proposed fill or as part of a paved shoulder and may or may not have a concrete safety barrier curb for traffic safety. Walls greater than 5 ft. in height are to be identified by a bridge number, which can be acquired from the Structural Resource Manager in the Bridge Division.
 
−
 
 
−
====747.1.6.1.2 “Cantilever” Type Retaining Walls====
 
−
This is a conventional reinforced concrete type wall supported by a spread footing or pile footing. "Cantilever" type walls greater than 5 ft. in height are to be identified by a bridge number which can be acquired from the structural resource manager in the Bridge Division.
 
−
 
 
−
===747.1.6.2 Mechanically Stabilized Earth (MSE) Wall Systems===
 
−
 
 
−
'''Description.''' Mechanically stabilized earth wall systems consist of a reinforced soil mass placed behind facing units. Types of MSE walls include small block and large block (panel). Information concerning the types, appropriate uses and design of MSE walls can be found in [[751.24 LFD Retaining Walls|EPG 751.24 LFD Retaining Walls]]. Contractors are responsible for performing the design of MSE walls. Only the wall systems shown in the bridge prequalified products listing will be available for use by the contractor. The bridge prequalified products listing is available through the Bridge Division or on MoDOT’s website.
 
−
 
 
−
'''When NOT to Use MSE Walls.''' You must have adequate room behind the wall for the reinforcing straps (need horizontal clearance behind the wall of approximately 0.7 times the height). You also can NOT use MSE walls in locations where the underlying soil cannot support the weight of the fill and the wall (rare occurrence). This is determined by the District Geologist/Geotechnical Director.
 
−
 
 
−
'''Plans Developed by the District'''
 
−
 
 
−
Plans for MSE walls will be developed by the district unless they go under a bridge, in which case the Bridge Division will develop the plans.
 
−
 
 
−
The following table provides an overview of MSE wall design procedure:
 
−
 
 
−
{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
 
−
|+
 
−
! style="background:#BEBEBE" |Question !! style="background:#BEBEBE" |Answer
 
−
|-
 
−
|Exceptions|| The Bridge Division will still be responsible for producing the plans for any MSE walls that go under a bridge or act as wingwalls for a bridge.
 
−
|-
 
−
|Plans|| District will prepare plans for each wall. (See [http://www.modot.org/business/standard_drawings2/mse_wall_new_title_block.htm Bridge Standard Drawings – MSE Wall].) The latest notes can be found in [[751.50 Standard Detailing Notes|EPG 751.50 Standard Detailing Notes]]. EPG 751.50 should be checked often to ensure you are using the most up-to-date notes.
 
−
|-
 
−
|Wall Nos.|| District will assign each wall a number using the following system (Dx-000x). Each district will need to keep a log of the wall nos. used. This log should include the beginning station and job no. for each wall no. assigned.
 
−
|-
 
−
|Soundings/Borings|| District will submit the [[media:751.1.2.19 Request 2016.xlsx|Request for Final Soundings of Structure]] for each wall to the Geotechnical Director in Central Office. The District Geologist should be copied on this request.
 
−
|-
 
−
|Excavation Behind the Wall|| The excavation behind the walls will continue to be included in the Roadway excavation quantities.
 
−
|-
 
−
|Special Provisions|| A special provision, [http://www.modot.org/business/consultant_resources/documents/703-BSP-04_Form_Liners.doc “Form Liners”], needs to be included as a Design Special Provision for MSE walls. Other information needed is in [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=11 Sec 720] of the Standard Specifications.
 
−
|-
 
−
|Pay Items|| MSE walls typically only have one pay item: [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=11 720-10.00 Mechanically Stabilized Earth Wall Systems]. This is bid per square foot and will now be a Roadway Item when the districts do the plans and a Bridge Item when the Bridge Division does the plans. Other pay items may include form liners, color stain, masonry protector and graffiti protector.
 
−
|-
 
−
|Shop Drawings|| Do NOT send to the Bridge Division. They will be signed and sealed by a Missouri PE and the Resident Engineer will handle them like other shop drawings that aren't submitted to Central Office.
 
−
|-
 
−
|Bridge Design Guidelines|| The Bridge Division will continue to maintain [http://epg.modot.org/index.php?title=751.24_LFD_Retaining_Walls EPG 751.24 LFD Retaining Walls]. Districts have access to this on the internet.
 
−
|-
 
−
|Approved Systems|| The Bridge Division will continue to be responsible for reviewing and approving systems from manufacturers.
 
−
|-
 
−
|Historical Plans|| The MSE wall plans will be part of the roadway plans so they will be scanned and saved in the same manner.
 
−
|-
 
−
|Drainage||For longitudinal drain pipes use 6” min. diameter perforated PVC or PE pipes ([http://epg.modot.org/index.php?title=Category:1013_Miscellaneous_Drainage_Material Sec 1013]) unless larger diameter pipes required by design by wall manufacturer. Lateral drain pipes permitted by specification shall be sized by the manufacturer.
 
−
|-
 
−
|Aesthetics||For large block walls only, form liners are required to produce all panels. Standard form liners are specified on the [http://www.modot.org/business/standard_drawings2/mse_wall_new_title_block.htm Bridge Standard Drawings - MSE Wall]. Concrete staining is another aesthetic treatment available for any type MSE wall. Be specific regarding names, types and colors of staining, and names and types of form liner.
 
−
|-
 
−
|Help|| Contact the Bridge Division. The Bridge Division contact person for any questions or concerns about MSE walls is Structural Resource Manager or Structural Development and Support Engineer.
 
 
|}
 
|}
−
 
+
=== ===
−
''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):
+
<div id="JSP-Packages"></div>
−
<center>
+
{| class="wikitable wikitable mw-collapsible mw-collapsed sortable"
−
{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
+
|+ class="nowrap" style="font-size:1.5em; text-align:left;" | JSP Packages
−
|+  
 
−
! style="background:#BEBEBE" |Slope in Front of Wall  !! style="background:#BEBEBE" |Minimum Embedment
 
−
|-
 
−
|Horizontal || H/20
 
−
|-
 
−
|1V:3H || H/10
 
 
|-
 
|-
−
|1V:2H || H/7
+
! Name !! JSP Title !! Explanatory Notes !! Current Version !! Revision Date !! Effective Letting
 +
|- style="vertical-align:top;"
 +
| [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
 +
|- style="vertical-align:top;"
 +
| [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
 +
|- style="vertical-align:top;"
 +
| [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
 +
|- style="vertical-align:top;"
 +
| [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
 +
|- style="vertical-align:top;"
 +
| [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
 +
|- style="vertical-align:top;"
 +
| [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
 +
|- style="vertical-align:top;"
 +
| [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
 +
|- style="vertical-align:top;"
 +
| [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
 +
|- style="vertical-align:top;"
 +
| [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
 +
|- style="vertical-align:top;"
 +
| [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
 +
|- style="vertical-align:top;"
 +
| [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
 
|}
 
|}
−
</center>
 
−
 
−
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.
 
−
 
−
=747.2 Bridge Rehabilitation and Widening=
 
−
 
−
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.
 
−
 
−
==747.2.1 Bridge Rehabilitation and Widening Submittals==
 
−
 
−
===747.2.1.1 Bridge Rehabilitation Checklist===
 
−
 
−
For each structure that is to be rehabilitated a [http://epg.modot.org/forms/DE-Bridge/Structural%20Rehabilitation%20Checklist.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.
 
−
 
−
===747.2.1.2 Additional Information for Bridge Superstructure Widening===
 
−
 
−
The following information is to be provided when the bridge superstructure is to be widened:
 
−
 
−
'''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.
 
−
 
−
'''Beam Seat Elevations.''' Substructure bearing beam elevations at each end of each substructure unit.
 
−
 
−
===747.2.1.3 Additional Information for Bridge Substructure Widening===
 
−
 
−
In addition to the Rehabilitation Checklist a complete [[#747.1 Bridge Surveys|Bridge Survey]] will also need to be submitted.
 
−
 
−
==747.2.2 Bridge Rehabilitation Submittal Process==
 
−
 
−
Structural Rehabilitation Checklists and associated documents are submitted as described in [[#747.1.2.6 Bridge Survey Submittal Process|EPG 747.1.2.6 Bridge Survey Submittal Process]].
 
−
 
−
==747.2.3 Bridge Rehabilitation Submittal Timeline==
 
−
 
−
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 [[#747.1.2.6.5 Bridge Survey Submittal Timeline|EPG 747.1.2.6.5, Bridge Survey Submittal Timeline]].
 
−
 
−
=747.3 Additional Correspondence, Reports and Permits=
 
−
 
−
==747.3.1 Bridge Memorandum==
 
−
 
−
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.
 
−
 
−
A bridge memorandum will be prepared covering the details of the proposed bridge or bridge repairs. 
 
−
 
−
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#751.1.2.18.5 Bridge/District Agreement Process|EPG 751.1.2.18.5 Bridge/District Agreement Process]].
 
−
 
−
==747.3.2 Layout for Soundings==
 
−
 
−
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.
 
−
 
−
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.
 
−
 
−
==747.3.3 Design Layout Sheet==
 
−
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.
 
−
 
−
The district will receive foundation details, quantities and a cost estimate from the Bridge Division to incorporate into the final project design.
 
−
 
−
==747.3.4 Bridge Permits or Approvals by Other Agencies==
 
−
 
−
'''Organized Drainage District.''' Written agreement documenting drainage district approval of the proposed structure layout is to be obtained by the district.
 
−
 
−
'''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.
 
−
 
−
'''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.
 
−
 
−
'''U.S. Coast Guard Bridge Permit.''' When required, application is prepared and submitted by the Bridge Division.
 
−
 
−
'''Utility Relocations or Permits.''' Agreements are obtained by the district with cooperation, if necessary, of the Design Division and the Bridge Division.
 
−
 
−
'''FHWA Bridge Approvals.''' When FHWA preliminary bridge layout approval or bridge plan approval is required, written approval is obtained by the Bridge Division.
 
−
 
−
'''Flood Plain Development Permit.''' Bridge Division will prepare and submit the application to the State Emergency Management Agency.
 
−
 
−
'''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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