Engineering_Policy_Guide - User contributions [en]

153.21 Traffic

2019-10-07T17:24:16Z

Oligst1: Fixed link for TR32

{| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
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! style="background:#BEBEBE" ROWSPAN="2"|Available Traffic Boilerplate Agreements1!!style="background:#BEBEBE" ROWSPAN="2"|What triggers the use of this agreement? When is it used?!! style="background:#BEBEBE" ROWSPAN="2"|Who are the drafters?!!style="background:#BEBEBE" ROWSPAN="2"|Who needs to review the document prior to execution2?!!style="background:#BEBEBE" colspan="3"| Who signs for MoDOT?3 !!style="background:#BEBEBE" ROWSPAN="2" width="80"|Is acknowledge- ment by a notary public required? !!style="background:#BEBEBE" ROWSPAN="2"|Link to Available Instructions4
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!style="background:#BEBEBE"| Executing Signature !!style="background:#BEBEBE"|Approval as to Form!!style="background:#BEBEBE"| Attestation Signature
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|Performance_ Bond_Form||Used when third party is working on MoDOT right of way|| Bonding company ||none || - || - || - || yes || -
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|TR01_ School_Crossing_ Signal_Agreement (In_Municipalities)||School desires to install a school crossing signal ||Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || yes|| [[902.11 Traffic Control for Schools#902.11.2 Mid-Block School Crossing|EPG 902.11.2 Mid-Block School Crossing]]

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|TR02_ School_Crossing_ Agreement_(By _Municipalities)||School desires to install a mid-block school crossing signal|| Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || yes || [[902.11 Traffic Control for Schools#902.11.2 Mid-Block School Crossing|EPG 902.11.2 Mid-Block School Crossing]]
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|TR03_ School_Crossing_ at_Existing_ Intersection (In_Municipalities)||School desires to install a school crossing signal at existing signal ||Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || yes|| [[902.11 Traffic Control for Schools#902.11.1 School Crossing Indications at Existing Signal|EPG 902.11.1 School Crossing Indications at Existing Signal]]
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|TR04_ School_Crossing_ at_Existing_ Intersection (Outside _Municipalities)||School desires to install a school crossing at existing signal|| Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || yes|| [[902.11 Traffic Control for Schools#902.11.1 School Crossing Indications at Existing Signal|EPG 902.11.1 School Crossing Indications at Existing Signal]] and [[902.11 Traffic Control for Schools#902.11.2 Mid-Block School Crossing|EPG 902.11.2 Mid-Block School Crossing]]
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|TR05_ School_Crossing_ Signal_(By_ School_District)||School desires to install a school signal with crossing|| Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || yes|| [[902.11 Traffic Control for Schools#902.11.2 Mid-Block School Crossing|EPG 902.11.2 Mid-Block School Crossing]]
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|TR06_ Fire_Station_ Signal_Agreement (Outside_ Municipalities)||Fire station desires to install a signal|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.8 Traffic Control Signals and Hybrid Beacons for Emergency Vehicle Access (MUTCD Chapter 4G)#902.8.1 Application of Emergency-Vehicle Traffic Control Signals and Hybrid Beacons (MUTCD Section 4G.01)|EPG 902.8.1 Application of Emergency-Vehicle Traffic Control Signals and Hybrid Beacons]]
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|TR07_ Fire_Station_ Signal_Agreement (In_Municipalities)||Fire station desires to install a signal ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes || [[902.8 Traffic Control Signals and Hybrid Beacons for Emergency Vehicle Access (MUTCD Chapter 4G)#902.8.1 Application of Emergency-Vehicle Traffic Control Signals and Hybrid Beacons (MUTCD Section 4G.01)|EPG 902.8.1 Application of Emergency-Vehicle Traffic Control Signals and Hybrid Beacons]]
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|TR08_ Roadside_Flashers _for_School_ Operation||School desires to install a school flasher|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office ||Commission Secretary's Office|| yes|| [[903.19 Signing for School Areas#903.19.5.1 School Assembly Installation Contracts|EPG 903.19.5.1 School Assembly Installation Contracts]] and [[903.19 Signing for School Areas#903.19.14 School Speed Limit Flasher Assembly (S4-3P, R2-1, S4-4P) and END SCHOOL SPEED LIMIT Sign (S5-3) (MUTCD Section 7B.15)|EPG 903.19.14 School Speed Limit Flasher Assembly (S4-3P, R2-1, S4-4P) and END SCHOOL SPEED LIMIT Sign (S5-3)]]
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|TR09_ Application_For _Signs_at_ Cattle_Crossing||Third party desires to sign a cattle crossing|| Districts ||Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || no|| [[903.6 Warning Signs#903.6.41 Non-Vehicular Warning Signs (W11-2, W11-3, W11-4, W11-7, W11-32, W11-33, W16-9P) (MUTCD Section 2C.50)|EPG 903.6.41 Non-Vehicular Warning Signs (W11-2, W11-3, W11-4, W11-7, W11-32, W11-33, W16-9P)]]
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|TR10_ Contract_for_ Signs_at_School _Crossing (Outside _Municipalities)||School desires to install school crossing signs and a crosswalk|| Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || no || -
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|TR11_ Contract_for_ School_Crossing_ (In_Municipalities)||School desires to install school crossing signs and a crosswalk ||Districts ||Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || no|| [[903.19 Signing for School Areas#903.19.5.1 School Assembly Installation Contracts|EPG 903.19.5.1 School Assembly Installation Contracts]]
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|TR12_ Contract_for_ Signs_at_ Truck_Crossing||Third party desires to install truck crossing signs|| Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || no|| [[903.6 Warning Signs#903.6.40 Vehicular Traffic Warning Signs (W11-1, W11-1b, W11-5, W11-8, W11-10, W11-12P, W11-14) (MUTCD Section 2C.49)|EPG 903.6.40 Vehicular Traffic Warning Signs (W11-1, W11-1b, W11-5, W11-8, W11-10, W11-12P, W11-14)]]
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|TR13_ Joint_Use_ Driveway_Agreement||Two property owners will share a driveway|| Districts|| Central Office Highway Safety and Traffic - only if modified|| None|| - || - || no|| [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.9.7.10_Guidelines_for_Review_of_Requests_for_Overweight_Crossings_of_State_Highways EPG 941.9.7.10 Guidelines for Review of Requests for Overweight Crossings of State Highways]
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|TR14_ Entrance_Shiftin g_Agreement||Property owner wants to shift existing access|| - || - || District Engineer|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [http://epg.modot.org/index.php?title=Category:105_Control_of_Work#105.21_Agreement_for_Shifting_State_Highway_Entrance EPG 105.21 Agreement for Shifting State Highway Entrance] and [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.2.2_Evaluation_Guidelines_and_Considerations EPG Evaluation Guidelines and Considerations]
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|TR15_ Signing_Paid_ by_Applicant''' 5'''||Third party desires to install guide signs or custom city limit or accomplishement plaques.|| Districts|| Central Office Highway Safety and Traffic ||State Highway Safety and Traffic Engineer|| - || - ||no|| [http://sp/sites/ts/Contracts1/Forms/AllItems.aspx?RootFolder=%2Fsites%2Fts%2FContracts1%2FSigning%2FProcesses&FolderCTID=0x01200005DEE6E0F43F1A45B27697605C229FA1&View=%7B20DF2984%2D686A%2D4896%2DB31A%2D444231D01063%7D Written Instruction for TR15]
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|TR16_ Agreement_for_ Installation_of_ Traffic_Signal_ by_Others||Third party desires to install a traffic signal ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| [[902.4 Signal Installations and Equipment#902.4.1.1 Conditions for installation by permit|EPG 902.4.1.1 Conditions for installation by permit]]
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|TR17_ Traffic_Engineering _Studies||Use of a consultant to perform traffic engineering services|| - || - ||Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
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|TR18_ Towing_Services _Agreement||Use of a towing company to assist the Emergency Response program|| - || - || Commission ||Chief Counsel's Office|| Commission Secretary's Office|| no|| -
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|TR19_ Contract_ for_School_Signal _(District)||School desires to install a traffic signal|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.11 Traffic Control for Schools#902.11.3 School Signal at Entrance|EPG 902.11.3 School Signal at Entrance]]
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|TR20_ Contract_for_ School_Signal_ (In_Municipalities)|| School desires to install a traffic signal|| Districts|| Central Office Highway Safety and Traffic - only if modified||Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.11 Traffic Control for Schools#902.11.3 School Signal at Entrance|EPG 902.11.3 School Signal at Entrance]]
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|TR21_ Contract_for_ School_Signal (Outside_ Municipalities)||School desires to install a traffic signal|| Districts|| Central Office Highway Safety and Traffic - only if modified||Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.11 Traffic Control for Schools#902.11.3 School Signal at Entrance|EPG 902.11.3 School Signal at Entrance]]
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|TR23_ Annual_Traffic_ Safety_Conference||Contract with University of Missouri to coordinate the Annual Traffic and Safety Conference|| Central Office Highway Safety and Traffic || -|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
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|TR24_ Entrance_Shift_ and_Widening_Agreement||Property owner wants to shift and widen an existing access|| - || - || Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| [http://epg.modot.org/index.php?title=Category:105_Control_of_Work#105.21_Agreement_for_Shifting_State_Highway_Entrance EPG 105.21 Agreement for Shifting State Highway Entrance] and [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.2.2_Evaluation_Guidelines_and_Considerations EPG Evaluation Guidelines and Considerations]
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|TR25_ Entrance_Widening _Agreement||Property owner want to widen an exisiting access || - || - || Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| [http://epg.modot.org/index.php?title=Category:105_Control_of_Work#105.21_Agreement_for_Shifting_State_Highway_Entrance EPG 105.21 Agreement for Shifting State Highway Entrance] and [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.2.2_Evaluation_Guidelines_and_Considerations EPG Evaluation Guidelines and Considerations]
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|TR26_ Installation_of_ Roadside_Flashers_ for_Emergency_ Vehicle_Operation||Emergency service desires to install a road side flasher|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.12 Flashing Beacons (MUTCD Chapter 4L)#902.12.7 Procedures For Advance Beacon Installations by Outside Parties|EPG 902.12.7 Procedures For Advance Beacon Installations by Outside Parties]]
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|TR27_ Contract_for_ School_Signal_ with_School_ Crossing_Signal_ (District)||School desires to install a signal, pedestrian crossing and roadside flashers || Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.11 Traffic Control for Schools#902.11.3 School Signal at Entrance|EPG 902.11.3 School Signal at Entrance]]
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|TR28_ Contract_for_ School_Signal_ with_School_ Crossing_Signal_ (In_Municipalities)||School desires to install a signal and pedestrian signals || Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.11 Traffic Control for Schools#902.11.3 School Signal at Entrance|EPG 902.11.3 School Signal at Entrance]]
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|TR29_ Contract_for_ School_Signal_ with_School_ Crossing_Signal_ (Outside_ Municipalities)||School desires to install a signal and pedestrian signals || Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.11 Traffic Control for Schools#902.11.3 School Signal at Entrance|EPG 902.11.3 School Signal at Entrance]]
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|TR30_ Contract_for_ Emergency_Vehicle _Operation_Signal||Emergency service desires to install an emergency signal|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.8 Traffic Control Signals and Hybrid Beacons for Emergency Vehicle Access (MUTCD Chapter 4G)#902.8.1 Application of Emergency-Vehicle Traffic Control Signals and Hybrid Beacons (MUTCD Section 4G.01)|EPG 902.8.1 Application of Emergency-Vehicle Traffic Control Signals and Hybrid Beacons]]
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|TR31_ Entrance_Shift _and_Widening_ (Multiple_Owners)||Property owners desire to shift and widen existing access|| - || - ||Commission|| Chief Counsel's Office||Commission Secretary's Office|| no|| [http://epg.modot.org/index.php?title=Category:105_Control_of_Work#105.21_Agreement_for_Shifting_State_Highway_Entrance EPG 105.21 Agreement for Shifting State Highway Entrance] and [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.2.2_Evaluation_Guidelines_and_Considerations EPG Evaluation Guidelines and Considerations]
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|TR32_ Supplemental_Signing _Agreement'''5''' ||Extension of the contract duration for the TR-15 ||Districts ||Central Office Highway Safety and Traffic || State Highway Safety and Traffic Engineer|| - || - || no || [http://sp/sites/ts/Contracts1/Forms/AllItems.aspx?RootFolder=%2Fsites%2Fts%2FContracts1%2FSigning%2FProcesses&FolderCTID=0x01200005DEE6E0F43F1A45B27697605C229FA1&View=%7B20DF2984%2D686A%2D4896%2DB31A%2D444231D01063%7D Written Instruction for TR32]
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|TR34_ Agreement_for_ Street_Marking||Contract with third party to apply pavement markings to non-state roadways|| - || - || Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
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|TR35_ Agreement_for_ Painting_Traffic _Signals||Third party desires to apply a paint coating to a traffic signal ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| -
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|TR36_ Automated_Speed _Enforcement_Agreement||Third party desires to install automated enforcement on our right of way ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[:Category:950 Automated Traffic Enforcement#950.2.1 Applications for Automated Speed Enforcement|EPG 950.2.1 Applications for Automated Speed Enforcement]]
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|TR37_ School_Bus_ Stop_Ahead_Flashers||School desires to install flashers on the School Bus Stop Ahead sign ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office ||Commission Secretary's Office|| yes|| -
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|TR38_ Highway_Naming _Agreement||County/City desires to name a portion of a state roadway|| Districts|| Central Office Highway Safety and Traffic || Commission|| Chief Counsel's Office|| Commission Secretary's Office ||no|| -
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|TR39_ Lighting_Agreement||County/City desires to install lighting on MoDOT right of way|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
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|TR40_ Traffic_Signal _Pre-Emption_Agreement||Third party desires to install pre-emption equipment on our signals ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
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|TR41_ Cattle_Pass _Agreement||Third party desires to create a cattle pass using Commission bridge/box|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office ||Commission Secretary's Office|| no|| -
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|TR42_ Signing_Installed _and_Maintained_ by_Applicant '''5'''||Third party desires to install community awareness/local reference signs|| Districts|| Central Office Highway Safety and Traffic || State Highway Safety and Traffic Engineer || - || - ||no|| [http://sp/sites/ts/Contracts1/Forms/AllItems.aspx?RootFolder=%2Fsites%2Fts%2FContracts1%2FSigning%2FProcesses&FolderCTID=0x01200005DEE6E0F43F1A45B27697605C229FA1&View=%7B20DF2984%2D686A%2D4896%2DB31A%2D444231D01063%7D Written Instruction for TR42]
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|TR43_ Automated_Traffic _Signal_Enforcement _Agreement||Third party desires to install automated enforcement on our right of way|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[:Category:950 Automated Traffic Enforcement#950.1.6 Conditions for Intersections with Automated Red-Light Violation Enforcement Equipment Installed After January 2011|EPG 950.1.6 Conditions for Intersections with Automated Red-Light Violation Enforcement Equipment Installed After January 2011]] and [[:Category:950 Automated Traffic Enforcement#950.1.7 Conditions for Intersections with Automated Red-Light Violation Enforcement Equipment Installed Prior to January 2011|EPG 950.1.7 Conditions for Intersections with Automated Red-Light Violation Enforcement Equipment Installed Prior to January 2011]]
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|TR44_ Levee_Attachment _Agreement||Levee district desires to install a levee on Commission right of way|| - || - || Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [http://epg.modot.org/index.php?title=Category:203_Roadway_and_Drainage_Excavation%2C_Embankment_and_Compaction#203.2.5_Levee_Attachments EPG 203.2.5 Levee Attachments]
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|TR45_ KC_Scout_Data_ and_Video_Access _Agreement||Company desires to have access to CCTV feed|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| -
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|TR46_ Gateway_Guide_ Data_and_Video _Access_Agreement||Company desires to have access to CCTV feed|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| -
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|TR47_ Wayfinding_Signing _Agreement '''5'''||City desires to install wayfinding signs|| Districts|| Central Office Highway Safety and Traffic || State Highway Safety and Traffic Engineer || - || - ||no ||[http://sp/sites/ts/Contracts1/Forms/AllItems.aspx?RootFolder=%2Fsites%2Fts%2FContracts1%2FSigning%2FProcesses&FolderCTID=0x01200005DEE6E0F43F1A45B27697605C229FA1&View=%7B20DF2984%2D686A%2D4896%2DB31A%2D444231D01063%7D Written Instruction for TR47]
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|TR48_ Break_In_ Limited_Access||Third party desires to have an acess in limited access right of way|| Central Office Highway Safety and Traffic/Districts|| - ||Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.2.2_Evaluation_Guidelines_and_Considerations EPG Evaluation Guidelines and Considerations]
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|TR49_ Impact_Assessment_ Agreement||Third party improvements will negatively affect a future Commission project ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| -
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|TR50_-_ Electronic_Signature_ Agreement (Utility_Permits)||Utility company wants access to generate automated permits|| Districts || Central Office Highway Safety and Traffic || Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
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|TR51_ Break_in_Access _License||Third party desires to have an acess in limited access right of way|| Central Office Highway Safety and Traffic/Districts|| - ||Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.2.2_Evaluation_Guidelines_and_Considerations EPG Evaluation Guidelines and Considerations]
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|TR52_ Illuminated_Street _Sign_Agreement||Third party desires to install illuminated street name signs|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
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|TR53_ Roadside_Flashers_for _City_County_Operation ||School desires to install a school flasher|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office ||Commission Secretary's Office|| yes|| [http://epg.modot.org/index.php?title=902.12_Flashing_Beacons_%28MUTCD_Chapter_4L%29#902.12.7_Procedures_For_Advance_Beacon_Installations_by_Outside_Parties EPG 902.12.7 Procedures For Advance Beacon Installations by Outside Parties]
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|TR55_ ITS_Installation_ Maintenance_Agreement||Third party desires to install fiber optic cable which crosses various state owned right of way || Districts|| Central Office Highway Safety and Traffic|| Commission|| Chief Counsel's Office ||Commission Secretary's Office||yes || ‐
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|TR56_ Interactive_Radar _Sign_Agreement || City/County desires to install interactive radar activated “YOUR SPEED” display signs || Districts || Central Office Highway Safety and Traffic ||Commission ||Chief Counsel's Office || Commission Secretary's Office || yes || [[903.16 Signing Agreements|EPG 903.16 Signing Agreements]]
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|TR57_ License_Agreement ||When a licensee requests to use a licensor’s trademark on licensee's website or other promotional material to reflect the licensor is a pledged partner of MoDOT’s Safety campaigns || Districts/Central Office Highway Safety || Central Office Highway Safety and Traffic || Commission || Chief Counsel's Office || Commission Secretary's Office || no || ‐
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|colspan="9" align="left"|'''1''' Use the [http://sp/sites/eagreements/SitePages/Home.aspx eAgreements site] to find and begin drafting the corresponding boilerplate agreement.
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|colspan="9" align="left"|'''2''' Any agreement that is changed from its original form must be reviewed by CCO. Please refer to [[:Category:153 Agreements and Contracts#153.1.4 Step 3, Chief Counsel’s Office (CCO) Review|EPG 153.1.4 Step 3, Chief Counsel’s Office (CCO) Review]] and throughout EPG 153 for guidance on when to contact CCO. When in doubt, do not hesitate to contact CCO for guidance.
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|colspan="9" align="left"|'''3''' Can also be found in the Execution of Documents Policy
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|colspan="9" align="left"|'''4''' See [[902.17 Execution of Contracts for Signal or Flasher Installation|EPG 902.17 Execution of Contracts for Signal or Flasher Installation]] for additional guidance on executing signal or flasher agreements. See [[903.16 Signing Agreements|EPG 903.16 Signing Agreements]] for additional guidance of executing signing agreements.
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|colspan="9" align="left"|'''5''' If district modifies the agreement, the agreement is then signed by the Commission.
|}

[[Category:153 Agreements and Contracts|153.20]]

153.21 Traffic

2019-10-07T17:22:10Z

Oligst1: Updated links for TR32, TR42 and TR47 for Written Instructions.

{| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
|+
! style="background:#BEBEBE" ROWSPAN="2"|Available Traffic Boilerplate Agreements1!!style="background:#BEBEBE" ROWSPAN="2"|What triggers the use of this agreement? When is it used?!! style="background:#BEBEBE" ROWSPAN="2"|Who are the drafters?!!style="background:#BEBEBE" ROWSPAN="2"|Who needs to review the document prior to execution2?!!style="background:#BEBEBE" colspan="3"| Who signs for MoDOT?3 !!style="background:#BEBEBE" ROWSPAN="2" width="80"|Is acknowledge- ment by a notary public required? !!style="background:#BEBEBE" ROWSPAN="2"|Link to Available Instructions4
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!style="background:#BEBEBE"| Executing Signature !!style="background:#BEBEBE"|Approval as to Form!!style="background:#BEBEBE"| Attestation Signature
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|Performance_ Bond_Form||Used when third party is working on MoDOT right of way|| Bonding company ||none || - || - || - || yes || -
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|TR01_ School_Crossing_ Signal_Agreement (In_Municipalities)||School desires to install a school crossing signal ||Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || yes|| [[902.11 Traffic Control for Schools#902.11.2 Mid-Block School Crossing|EPG 902.11.2 Mid-Block School Crossing]]

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|TR02_ School_Crossing_ Agreement_(By _Municipalities)||School desires to install a mid-block school crossing signal|| Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || yes || [[902.11 Traffic Control for Schools#902.11.2 Mid-Block School Crossing|EPG 902.11.2 Mid-Block School Crossing]]
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|TR03_ School_Crossing_ at_Existing_ Intersection (In_Municipalities)||School desires to install a school crossing signal at existing signal ||Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || yes|| [[902.11 Traffic Control for Schools#902.11.1 School Crossing Indications at Existing Signal|EPG 902.11.1 School Crossing Indications at Existing Signal]]
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|TR04_ School_Crossing_ at_Existing_ Intersection (Outside _Municipalities)||School desires to install a school crossing at existing signal|| Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || yes|| [[902.11 Traffic Control for Schools#902.11.1 School Crossing Indications at Existing Signal|EPG 902.11.1 School Crossing Indications at Existing Signal]] and [[902.11 Traffic Control for Schools#902.11.2 Mid-Block School Crossing|EPG 902.11.2 Mid-Block School Crossing]]
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|TR05_ School_Crossing_ Signal_(By_ School_District)||School desires to install a school signal with crossing|| Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || yes|| [[902.11 Traffic Control for Schools#902.11.2 Mid-Block School Crossing|EPG 902.11.2 Mid-Block School Crossing]]
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|TR06_ Fire_Station_ Signal_Agreement (Outside_ Municipalities)||Fire station desires to install a signal|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.8 Traffic Control Signals and Hybrid Beacons for Emergency Vehicle Access (MUTCD Chapter 4G)#902.8.1 Application of Emergency-Vehicle Traffic Control Signals and Hybrid Beacons (MUTCD Section 4G.01)|EPG 902.8.1 Application of Emergency-Vehicle Traffic Control Signals and Hybrid Beacons]]
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|TR07_ Fire_Station_ Signal_Agreement (In_Municipalities)||Fire station desires to install a signal ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes || [[902.8 Traffic Control Signals and Hybrid Beacons for Emergency Vehicle Access (MUTCD Chapter 4G)#902.8.1 Application of Emergency-Vehicle Traffic Control Signals and Hybrid Beacons (MUTCD Section 4G.01)|EPG 902.8.1 Application of Emergency-Vehicle Traffic Control Signals and Hybrid Beacons]]
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|TR08_ Roadside_Flashers _for_School_ Operation||School desires to install a school flasher|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office ||Commission Secretary's Office|| yes|| [[903.19 Signing for School Areas#903.19.5.1 School Assembly Installation Contracts|EPG 903.19.5.1 School Assembly Installation Contracts]] and [[903.19 Signing for School Areas#903.19.14 School Speed Limit Flasher Assembly (S4-3P, R2-1, S4-4P) and END SCHOOL SPEED LIMIT Sign (S5-3) (MUTCD Section 7B.15)|EPG 903.19.14 School Speed Limit Flasher Assembly (S4-3P, R2-1, S4-4P) and END SCHOOL SPEED LIMIT Sign (S5-3)]]
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|TR09_ Application_For _Signs_at_ Cattle_Crossing||Third party desires to sign a cattle crossing|| Districts ||Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || no|| [[903.6 Warning Signs#903.6.41 Non-Vehicular Warning Signs (W11-2, W11-3, W11-4, W11-7, W11-32, W11-33, W16-9P) (MUTCD Section 2C.50)|EPG 903.6.41 Non-Vehicular Warning Signs (W11-2, W11-3, W11-4, W11-7, W11-32, W11-33, W16-9P)]]
|-
|TR10_ Contract_for_ Signs_at_School _Crossing (Outside _Municipalities)||School desires to install school crossing signs and a crosswalk|| Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || no || -
|-
|TR11_ Contract_for_ School_Crossing_ (In_Municipalities)||School desires to install school crossing signs and a crosswalk ||Districts ||Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || no|| [[903.19 Signing for School Areas#903.19.5.1 School Assembly Installation Contracts|EPG 903.19.5.1 School Assembly Installation Contracts]]
|-
|TR12_ Contract_for_ Signs_at_ Truck_Crossing||Third party desires to install truck crossing signs|| Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || no|| [[903.6 Warning Signs#903.6.40 Vehicular Traffic Warning Signs (W11-1, W11-1b, W11-5, W11-8, W11-10, W11-12P, W11-14) (MUTCD Section 2C.49)|EPG 903.6.40 Vehicular Traffic Warning Signs (W11-1, W11-1b, W11-5, W11-8, W11-10, W11-12P, W11-14)]]
|-
|TR13_ Joint_Use_ Driveway_Agreement||Two property owners will share a driveway|| Districts|| Central Office Highway Safety and Traffic - only if modified|| None|| - || - || no|| [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.9.7.10_Guidelines_for_Review_of_Requests_for_Overweight_Crossings_of_State_Highways EPG 941.9.7.10 Guidelines for Review of Requests for Overweight Crossings of State Highways]
|-
|TR14_ Entrance_Shiftin g_Agreement||Property owner wants to shift existing access|| - || - || District Engineer|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [http://epg.modot.org/index.php?title=Category:105_Control_of_Work#105.21_Agreement_for_Shifting_State_Highway_Entrance EPG 105.21 Agreement for Shifting State Highway Entrance] and [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.2.2_Evaluation_Guidelines_and_Considerations EPG Evaluation Guidelines and Considerations]
|-
|TR15_ Signing_Paid_ by_Applicant''' 5'''||Third party desires to install guide signs or custom city limit or accomplishement plaques.|| Districts|| Central Office Highway Safety and Traffic ||State Highway Safety and Traffic Engineer|| - || - ||no|| [http://sp/sites/ts/Contracts1/Forms/AllItems.aspx?RootFolder=%2Fsites%2Fts%2FContracts1%2FSigning%2FProcesses&FolderCTID=0x01200005DEE6E0F43F1A45B27697605C229FA1&View=%7B20DF2984%2D686A%2D4896%2DB31A%2D444231D01063%7D Written Instruction for TR15]
|-
|TR16_ Agreement_for_ Installation_of_ Traffic_Signal_ by_Others||Third party desires to install a traffic signal ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| [[902.4 Signal Installations and Equipment#902.4.1.1 Conditions for installation by permit|EPG 902.4.1.1 Conditions for installation by permit]]
|-
|TR17_ Traffic_Engineering _Studies||Use of a consultant to perform traffic engineering services|| - || - ||Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
|-
|TR18_ Towing_Services _Agreement||Use of a towing company to assist the Emergency Response program|| - || - || Commission ||Chief Counsel's Office|| Commission Secretary's Office|| no|| -
|-
|TR19_ Contract_ for_School_Signal _(District)||School desires to install a traffic signal|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.11 Traffic Control for Schools#902.11.3 School Signal at Entrance|EPG 902.11.3 School Signal at Entrance]]
|-
|TR20_ Contract_for_ School_Signal_ (In_Municipalities)|| School desires to install a traffic signal|| Districts|| Central Office Highway Safety and Traffic - only if modified||Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.11 Traffic Control for Schools#902.11.3 School Signal at Entrance|EPG 902.11.3 School Signal at Entrance]]
|-
|TR21_ Contract_for_ School_Signal (Outside_ Municipalities)||School desires to install a traffic signal|| Districts|| Central Office Highway Safety and Traffic - only if modified||Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.11 Traffic Control for Schools#902.11.3 School Signal at Entrance|EPG 902.11.3 School Signal at Entrance]]
|-
|TR23_ Annual_Traffic_ Safety_Conference||Contract with University of Missouri to coordinate the Annual Traffic and Safety Conference|| Central Office Highway Safety and Traffic || -|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
|-
|TR24_ Entrance_Shift_ and_Widening_Agreement||Property owner wants to shift and widen an existing access|| - || - || Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| [http://epg.modot.org/index.php?title=Category:105_Control_of_Work#105.21_Agreement_for_Shifting_State_Highway_Entrance EPG 105.21 Agreement for Shifting State Highway Entrance] and [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.2.2_Evaluation_Guidelines_and_Considerations EPG Evaluation Guidelines and Considerations]
|-
|TR25_ Entrance_Widening _Agreement||Property owner want to widen an exisiting access || - || - || Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| [http://epg.modot.org/index.php?title=Category:105_Control_of_Work#105.21_Agreement_for_Shifting_State_Highway_Entrance EPG 105.21 Agreement for Shifting State Highway Entrance] and [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.2.2_Evaluation_Guidelines_and_Considerations EPG Evaluation Guidelines and Considerations]
|-
|TR26_ Installation_of_ Roadside_Flashers_ for_Emergency_ Vehicle_Operation||Emergency service desires to install a road side flasher|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.12 Flashing Beacons (MUTCD Chapter 4L)#902.12.7 Procedures For Advance Beacon Installations by Outside Parties|EPG 902.12.7 Procedures For Advance Beacon Installations by Outside Parties]]
|-
|TR27_ Contract_for_ School_Signal_ with_School_ Crossing_Signal_ (District)||School desires to install a signal, pedestrian crossing and roadside flashers || Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.11 Traffic Control for Schools#902.11.3 School Signal at Entrance|EPG 902.11.3 School Signal at Entrance]]
|-
|TR28_ Contract_for_ School_Signal_ with_School_ Crossing_Signal_ (In_Municipalities)||School desires to install a signal and pedestrian signals || Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.11 Traffic Control for Schools#902.11.3 School Signal at Entrance|EPG 902.11.3 School Signal at Entrance]]
|-
|TR29_ Contract_for_ School_Signal_ with_School_ Crossing_Signal_ (Outside_ Municipalities)||School desires to install a signal and pedestrian signals || Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.11 Traffic Control for Schools#902.11.3 School Signal at Entrance|EPG 902.11.3 School Signal at Entrance]]
|-
|TR30_ Contract_for_ Emergency_Vehicle _Operation_Signal||Emergency service desires to install an emergency signal|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.8 Traffic Control Signals and Hybrid Beacons for Emergency Vehicle Access (MUTCD Chapter 4G)#902.8.1 Application of Emergency-Vehicle Traffic Control Signals and Hybrid Beacons (MUTCD Section 4G.01)|EPG 902.8.1 Application of Emergency-Vehicle Traffic Control Signals and Hybrid Beacons]]
|-
|TR31_ Entrance_Shift _and_Widening_ (Multiple_Owners)||Property owners desire to shift and widen existing access|| - || - ||Commission|| Chief Counsel's Office||Commission Secretary's Office|| no|| [http://epg.modot.org/index.php?title=Category:105_Control_of_Work#105.21_Agreement_for_Shifting_State_Highway_Entrance EPG 105.21 Agreement for Shifting State Highway Entrance] and [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.2.2_Evaluation_Guidelines_and_Considerations EPG Evaluation Guidelines and Considerations]
|-
|TR32_ Supplemental_Signing _Agreement'''5''' ||Extension of the contract duration for the TR-15 ||Districts ||Central Office Highway Safety and Traffic || State Highway Safety and Traffic Engineer|| - || - || no || [http://sp/sites/ts/Contracts1/Forms/AllItems.aspx?RootFolder=%2Fsites%2Fts%2FContracts1%2FSigning%2FProcesses&FolderCTID=0x01200005DEE6E0F43F1A45B27697605C229FA1&View=%7B20DF2984%2D686A%2D4896%2DB31A%2D444231D01063%7D Written Instruction for TR32
|-
|TR34_ Agreement_for_ Street_Marking||Contract with third party to apply pavement markings to non-state roadways|| - || - || Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
|-
|TR35_ Agreement_for_ Painting_Traffic _Signals||Third party desires to apply a paint coating to a traffic signal ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| -
|-
|TR36_ Automated_Speed _Enforcement_Agreement||Third party desires to install automated enforcement on our right of way ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[:Category:950 Automated Traffic Enforcement#950.2.1 Applications for Automated Speed Enforcement|EPG 950.2.1 Applications for Automated Speed Enforcement]]
|-
|TR37_ School_Bus_ Stop_Ahead_Flashers||School desires to install flashers on the School Bus Stop Ahead sign ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office ||Commission Secretary's Office|| yes|| -
|-
|TR38_ Highway_Naming _Agreement||County/City desires to name a portion of a state roadway|| Districts|| Central Office Highway Safety and Traffic || Commission|| Chief Counsel's Office|| Commission Secretary's Office ||no|| -
|-
|TR39_ Lighting_Agreement||County/City desires to install lighting on MoDOT right of way|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
|-
|TR40_ Traffic_Signal _Pre-Emption_Agreement||Third party desires to install pre-emption equipment on our signals ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
|-
|TR41_ Cattle_Pass _Agreement||Third party desires to create a cattle pass using Commission bridge/box|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office ||Commission Secretary's Office|| no|| -
|-
|TR42_ Signing_Installed _and_Maintained_ by_Applicant '''5'''||Third party desires to install community awareness/local reference signs|| Districts|| Central Office Highway Safety and Traffic || State Highway Safety and Traffic Engineer || - || - ||no|| [http://sp/sites/ts/Contracts1/Forms/AllItems.aspx?RootFolder=%2Fsites%2Fts%2FContracts1%2FSigning%2FProcesses&FolderCTID=0x01200005DEE6E0F43F1A45B27697605C229FA1&View=%7B20DF2984%2D686A%2D4896%2DB31A%2D444231D01063%7D Written Instruction for TR42]
|-
|TR43_ Automated_Traffic _Signal_Enforcement _Agreement||Third party desires to install automated enforcement on our right of way|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[:Category:950 Automated Traffic Enforcement#950.1.6 Conditions for Intersections with Automated Red-Light Violation Enforcement Equipment Installed After January 2011|EPG 950.1.6 Conditions for Intersections with Automated Red-Light Violation Enforcement Equipment Installed After January 2011]] and [[:Category:950 Automated Traffic Enforcement#950.1.7 Conditions for Intersections with Automated Red-Light Violation Enforcement Equipment Installed Prior to January 2011|EPG 950.1.7 Conditions for Intersections with Automated Red-Light Violation Enforcement Equipment Installed Prior to January 2011]]
|-
|TR44_ Levee_Attachment _Agreement||Levee district desires to install a levee on Commission right of way|| - || - || Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [http://epg.modot.org/index.php?title=Category:203_Roadway_and_Drainage_Excavation%2C_Embankment_and_Compaction#203.2.5_Levee_Attachments EPG 203.2.5 Levee Attachments]
|-
|TR45_ KC_Scout_Data_ and_Video_Access _Agreement||Company desires to have access to CCTV feed|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| -
|-
|TR46_ Gateway_Guide_ Data_and_Video _Access_Agreement||Company desires to have access to CCTV feed|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| -
|-
|TR47_ Wayfinding_Signing _Agreement '''5'''||City desires to install wayfinding signs|| Districts|| Central Office Highway Safety and Traffic || State Highway Safety and Traffic Engineer || - || - ||no ||[http://sp/sites/ts/Contracts1/Forms/AllItems.aspx?RootFolder=%2Fsites%2Fts%2FContracts1%2FSigning%2FProcesses&FolderCTID=0x01200005DEE6E0F43F1A45B27697605C229FA1&View=%7B20DF2984%2D686A%2D4896%2DB31A%2D444231D01063%7D Written Instruction for TR47]
|-
|TR48_ Break_In_ Limited_Access||Third party desires to have an acess in limited access right of way|| Central Office Highway Safety and Traffic/Districts|| - ||Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.2.2_Evaluation_Guidelines_and_Considerations EPG Evaluation Guidelines and Considerations]
|-
|TR49_ Impact_Assessment_ Agreement||Third party improvements will negatively affect a future Commission project ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| -
|-
|TR50_-_ Electronic_Signature_ Agreement (Utility_Permits)||Utility company wants access to generate automated permits|| Districts || Central Office Highway Safety and Traffic || Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
|-
|TR51_ Break_in_Access _License||Third party desires to have an acess in limited access right of way|| Central Office Highway Safety and Traffic/Districts|| - ||Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.2.2_Evaluation_Guidelines_and_Considerations EPG Evaluation Guidelines and Considerations]
|-
|TR52_ Illuminated_Street _Sign_Agreement||Third party desires to install illuminated street name signs|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
|-
|TR53_ Roadside_Flashers_for _City_County_Operation ||School desires to install a school flasher|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office ||Commission Secretary's Office|| yes|| [http://epg.modot.org/index.php?title=902.12_Flashing_Beacons_%28MUTCD_Chapter_4L%29#902.12.7_Procedures_For_Advance_Beacon_Installations_by_Outside_Parties EPG 902.12.7 Procedures For Advance Beacon Installations by Outside Parties]
|-
|TR55_ ITS_Installation_ Maintenance_Agreement||Third party desires to install fiber optic cable which crosses various state owned right of way || Districts|| Central Office Highway Safety and Traffic|| Commission|| Chief Counsel's Office ||Commission Secretary's Office||yes || ‐
|-
|TR56_ Interactive_Radar _Sign_Agreement || City/County desires to install interactive radar activated “YOUR SPEED” display signs || Districts || Central Office Highway Safety and Traffic ||Commission ||Chief Counsel's Office || Commission Secretary's Office || yes || [[903.16 Signing Agreements|EPG 903.16 Signing Agreements]]
|-
|TR57_ License_Agreement ||When a licensee requests to use a licensor’s trademark on licensee's website or other promotional material to reflect the licensor is a pledged partner of MoDOT’s Safety campaigns || Districts/Central Office Highway Safety || Central Office Highway Safety and Traffic || Commission || Chief Counsel's Office || Commission Secretary's Office || no || ‐
|-
|colspan="9" align="left"|'''1''' Use the [http://sp/sites/eagreements/SitePages/Home.aspx eAgreements site] to find and begin drafting the corresponding boilerplate agreement.
|-
|colspan="9" align="left"|'''2''' Any agreement that is changed from its original form must be reviewed by CCO. Please refer to [[:Category:153 Agreements and Contracts#153.1.4 Step 3, Chief Counsel’s Office (CCO) Review|EPG 153.1.4 Step 3, Chief Counsel’s Office (CCO) Review]] and throughout EPG 153 for guidance on when to contact CCO. When in doubt, do not hesitate to contact CCO for guidance.
|-
|colspan="9" align="left"|'''3''' Can also be found in the Execution of Documents Policy
|-
|colspan="9" align="left"|'''4''' See [[902.17 Execution of Contracts for Signal or Flasher Installation|EPG 902.17 Execution of Contracts for Signal or Flasher Installation]] for additional guidance on executing signal or flasher agreements. See [[903.16 Signing Agreements|EPG 903.16 Signing Agreements]] for additional guidance of executing signing agreements.
|-
|colspan="9" align="left"|'''5''' If district modifies the agreement, the agreement is then signed by the Commission.
|}

[[Category:153 Agreements and Contracts|153.20]]

153.21 Traffic

2019-10-07T17:18:35Z

Oligst1: Changed Link for TR15 Written Instruction for TR15

{| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
|+
! style="background:#BEBEBE" ROWSPAN="2"|Available Traffic Boilerplate Agreements1!!style="background:#BEBEBE" ROWSPAN="2"|What triggers the use of this agreement? When is it used?!! style="background:#BEBEBE" ROWSPAN="2"|Who are the drafters?!!style="background:#BEBEBE" ROWSPAN="2"|Who needs to review the document prior to execution2?!!style="background:#BEBEBE" colspan="3"| Who signs for MoDOT?3 !!style="background:#BEBEBE" ROWSPAN="2" width="80"|Is acknowledge- ment by a notary public required? !!style="background:#BEBEBE" ROWSPAN="2"|Link to Available Instructions4
|-
!style="background:#BEBEBE"| Executing Signature !!style="background:#BEBEBE"|Approval as to Form!!style="background:#BEBEBE"| Attestation Signature
|-
|Performance_ Bond_Form||Used when third party is working on MoDOT right of way|| Bonding company ||none || - || - || - || yes || -
|-
|TR01_ School_Crossing_ Signal_Agreement (In_Municipalities)||School desires to install a school crossing signal ||Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || yes|| [[902.11 Traffic Control for Schools#902.11.2 Mid-Block School Crossing|EPG 902.11.2 Mid-Block School Crossing]]

|-
|TR02_ School_Crossing_ Agreement_(By _Municipalities)||School desires to install a mid-block school crossing signal|| Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || yes || [[902.11 Traffic Control for Schools#902.11.2 Mid-Block School Crossing|EPG 902.11.2 Mid-Block School Crossing]]
|-
|TR03_ School_Crossing_ at_Existing_ Intersection (In_Municipalities)||School desires to install a school crossing signal at existing signal ||Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || yes|| [[902.11 Traffic Control for Schools#902.11.1 School Crossing Indications at Existing Signal|EPG 902.11.1 School Crossing Indications at Existing Signal]]
|-
|TR04_ School_Crossing_ at_Existing_ Intersection (Outside _Municipalities)||School desires to install a school crossing at existing signal|| Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || yes|| [[902.11 Traffic Control for Schools#902.11.1 School Crossing Indications at Existing Signal|EPG 902.11.1 School Crossing Indications at Existing Signal]] and [[902.11 Traffic Control for Schools#902.11.2 Mid-Block School Crossing|EPG 902.11.2 Mid-Block School Crossing]]
|-
|TR05_ School_Crossing_ Signal_(By_ School_District)||School desires to install a school signal with crossing|| Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || yes|| [[902.11 Traffic Control for Schools#902.11.2 Mid-Block School Crossing|EPG 902.11.2 Mid-Block School Crossing]]
|-
|TR06_ Fire_Station_ Signal_Agreement (Outside_ Municipalities)||Fire station desires to install a signal|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.8 Traffic Control Signals and Hybrid Beacons for Emergency Vehicle Access (MUTCD Chapter 4G)#902.8.1 Application of Emergency-Vehicle Traffic Control Signals and Hybrid Beacons (MUTCD Section 4G.01)|EPG 902.8.1 Application of Emergency-Vehicle Traffic Control Signals and Hybrid Beacons]]
|-
|TR07_ Fire_Station_ Signal_Agreement (In_Municipalities)||Fire station desires to install a signal ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes || [[902.8 Traffic Control Signals and Hybrid Beacons for Emergency Vehicle Access (MUTCD Chapter 4G)#902.8.1 Application of Emergency-Vehicle Traffic Control Signals and Hybrid Beacons (MUTCD Section 4G.01)|EPG 902.8.1 Application of Emergency-Vehicle Traffic Control Signals and Hybrid Beacons]]
|-
|TR08_ Roadside_Flashers _for_School_ Operation||School desires to install a school flasher|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office ||Commission Secretary's Office|| yes|| [[903.19 Signing for School Areas#903.19.5.1 School Assembly Installation Contracts|EPG 903.19.5.1 School Assembly Installation Contracts]] and [[903.19 Signing for School Areas#903.19.14 School Speed Limit Flasher Assembly (S4-3P, R2-1, S4-4P) and END SCHOOL SPEED LIMIT Sign (S5-3) (MUTCD Section 7B.15)|EPG 903.19.14 School Speed Limit Flasher Assembly (S4-3P, R2-1, S4-4P) and END SCHOOL SPEED LIMIT Sign (S5-3)]]
|-
|TR09_ Application_For _Signs_at_ Cattle_Crossing||Third party desires to sign a cattle crossing|| Districts ||Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || no|| [[903.6 Warning Signs#903.6.41 Non-Vehicular Warning Signs (W11-2, W11-3, W11-4, W11-7, W11-32, W11-33, W16-9P) (MUTCD Section 2C.50)|EPG 903.6.41 Non-Vehicular Warning Signs (W11-2, W11-3, W11-4, W11-7, W11-32, W11-33, W16-9P)]]
|-
|TR10_ Contract_for_ Signs_at_School _Crossing (Outside _Municipalities)||School desires to install school crossing signs and a crosswalk|| Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || no || -
|-
|TR11_ Contract_for_ School_Crossing_ (In_Municipalities)||School desires to install school crossing signs and a crosswalk ||Districts ||Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || no|| [[903.19 Signing for School Areas#903.19.5.1 School Assembly Installation Contracts|EPG 903.19.5.1 School Assembly Installation Contracts]]
|-
|TR12_ Contract_for_ Signs_at_ Truck_Crossing||Third party desires to install truck crossing signs|| Districts|| Central Office Highway Safety and Traffic - only if modified|| District Engineer|| - || - || no|| [[903.6 Warning Signs#903.6.40 Vehicular Traffic Warning Signs (W11-1, W11-1b, W11-5, W11-8, W11-10, W11-12P, W11-14) (MUTCD Section 2C.49)|EPG 903.6.40 Vehicular Traffic Warning Signs (W11-1, W11-1b, W11-5, W11-8, W11-10, W11-12P, W11-14)]]
|-
|TR13_ Joint_Use_ Driveway_Agreement||Two property owners will share a driveway|| Districts|| Central Office Highway Safety and Traffic - only if modified|| None|| - || - || no|| [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.9.7.10_Guidelines_for_Review_of_Requests_for_Overweight_Crossings_of_State_Highways EPG 941.9.7.10 Guidelines for Review of Requests for Overweight Crossings of State Highways]
|-
|TR14_ Entrance_Shiftin g_Agreement||Property owner wants to shift existing access|| - || - || District Engineer|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [http://epg.modot.org/index.php?title=Category:105_Control_of_Work#105.21_Agreement_for_Shifting_State_Highway_Entrance EPG 105.21 Agreement for Shifting State Highway Entrance] and [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.2.2_Evaluation_Guidelines_and_Considerations EPG Evaluation Guidelines and Considerations]
|-
|TR15_ Signing_Paid_ by_Applicant''' 5'''||Third party desires to install guide signs or custom city limit or accomplishement plaques.|| Districts|| Central Office Highway Safety and Traffic ||State Highway Safety and Traffic Engineer|| - || - ||no|| [http://sp/sites/ts/Contracts1/Forms/AllItems.aspx?RootFolder=%2Fsites%2Fts%2FContracts1%2FSigning%2FProcesses&FolderCTID=0x01200005DEE6E0F43F1A45B27697605C229FA1&View=%7B20DF2984%2D686A%2D4896%2DB31A%2D444231D01063%7D Written Instruction for TR15]
|-
|TR16_ Agreement_for_ Installation_of_ Traffic_Signal_ by_Others||Third party desires to install a traffic signal ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| [[902.4 Signal Installations and Equipment#902.4.1.1 Conditions for installation by permit|EPG 902.4.1.1 Conditions for installation by permit]]
|-
|TR17_ Traffic_Engineering _Studies||Use of a consultant to perform traffic engineering services|| - || - ||Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
|-
|TR18_ Towing_Services _Agreement||Use of a towing company to assist the Emergency Response program|| - || - || Commission ||Chief Counsel's Office|| Commission Secretary's Office|| no|| -
|-
|TR19_ Contract_ for_School_Signal _(District)||School desires to install a traffic signal|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.11 Traffic Control for Schools#902.11.3 School Signal at Entrance|EPG 902.11.3 School Signal at Entrance]]
|-
|TR20_ Contract_for_ School_Signal_ (In_Municipalities)|| School desires to install a traffic signal|| Districts|| Central Office Highway Safety and Traffic - only if modified||Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.11 Traffic Control for Schools#902.11.3 School Signal at Entrance|EPG 902.11.3 School Signal at Entrance]]
|-
|TR21_ Contract_for_ School_Signal (Outside_ Municipalities)||School desires to install a traffic signal|| Districts|| Central Office Highway Safety and Traffic - only if modified||Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.11 Traffic Control for Schools#902.11.3 School Signal at Entrance|EPG 902.11.3 School Signal at Entrance]]
|-
|TR23_ Annual_Traffic_ Safety_Conference||Contract with University of Missouri to coordinate the Annual Traffic and Safety Conference|| Central Office Highway Safety and Traffic || -|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
|-
|TR24_ Entrance_Shift_ and_Widening_Agreement||Property owner wants to shift and widen an existing access|| - || - || Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| [http://epg.modot.org/index.php?title=Category:105_Control_of_Work#105.21_Agreement_for_Shifting_State_Highway_Entrance EPG 105.21 Agreement for Shifting State Highway Entrance] and [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.2.2_Evaluation_Guidelines_and_Considerations EPG Evaluation Guidelines and Considerations]
|-
|TR25_ Entrance_Widening _Agreement||Property owner want to widen an exisiting access || - || - || Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| [http://epg.modot.org/index.php?title=Category:105_Control_of_Work#105.21_Agreement_for_Shifting_State_Highway_Entrance EPG 105.21 Agreement for Shifting State Highway Entrance] and [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.2.2_Evaluation_Guidelines_and_Considerations EPG Evaluation Guidelines and Considerations]
|-
|TR26_ Installation_of_ Roadside_Flashers_ for_Emergency_ Vehicle_Operation||Emergency service desires to install a road side flasher|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.12 Flashing Beacons (MUTCD Chapter 4L)#902.12.7 Procedures For Advance Beacon Installations by Outside Parties|EPG 902.12.7 Procedures For Advance Beacon Installations by Outside Parties]]
|-
|TR27_ Contract_for_ School_Signal_ with_School_ Crossing_Signal_ (District)||School desires to install a signal, pedestrian crossing and roadside flashers || Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.11 Traffic Control for Schools#902.11.3 School Signal at Entrance|EPG 902.11.3 School Signal at Entrance]]
|-
|TR28_ Contract_for_ School_Signal_ with_School_ Crossing_Signal_ (In_Municipalities)||School desires to install a signal and pedestrian signals || Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.11 Traffic Control for Schools#902.11.3 School Signal at Entrance|EPG 902.11.3 School Signal at Entrance]]
|-
|TR29_ Contract_for_ School_Signal_ with_School_ Crossing_Signal_ (Outside_ Municipalities)||School desires to install a signal and pedestrian signals || Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.11 Traffic Control for Schools#902.11.3 School Signal at Entrance|EPG 902.11.3 School Signal at Entrance]]
|-
|TR30_ Contract_for_ Emergency_Vehicle _Operation_Signal||Emergency service desires to install an emergency signal|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[902.8 Traffic Control Signals and Hybrid Beacons for Emergency Vehicle Access (MUTCD Chapter 4G)#902.8.1 Application of Emergency-Vehicle Traffic Control Signals and Hybrid Beacons (MUTCD Section 4G.01)|EPG 902.8.1 Application of Emergency-Vehicle Traffic Control Signals and Hybrid Beacons]]
|-
|TR31_ Entrance_Shift _and_Widening_ (Multiple_Owners)||Property owners desire to shift and widen existing access|| - || - ||Commission|| Chief Counsel's Office||Commission Secretary's Office|| no|| [http://epg.modot.org/index.php?title=Category:105_Control_of_Work#105.21_Agreement_for_Shifting_State_Highway_Entrance EPG 105.21 Agreement for Shifting State Highway Entrance] and [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.2.2_Evaluation_Guidelines_and_Considerations EPG Evaluation Guidelines and Considerations]
|-
|TR32_ Supplemental_Signing _Agreement'''5''' ||Extension of the contract duration for the TR-15 ||Districts ||Central Office Highway Safety and Traffic || State Highway Safety and Traffic Engineer|| - || - || no ||Written Instruction for TR32
|-
|TR34_ Agreement_for_ Street_Marking||Contract with third party to apply pavement markings to non-state roadways|| - || - || Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
|-
|TR35_ Agreement_for_ Painting_Traffic _Signals||Third party desires to apply a paint coating to a traffic signal ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| -
|-
|TR36_ Automated_Speed _Enforcement_Agreement||Third party desires to install automated enforcement on our right of way ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[:Category:950 Automated Traffic Enforcement#950.2.1 Applications for Automated Speed Enforcement|EPG 950.2.1 Applications for Automated Speed Enforcement]]
|-
|TR37_ School_Bus_ Stop_Ahead_Flashers||School desires to install flashers on the School Bus Stop Ahead sign ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office ||Commission Secretary's Office|| yes|| -
|-
|TR38_ Highway_Naming _Agreement||County/City desires to name a portion of a state roadway|| Districts|| Central Office Highway Safety and Traffic || Commission|| Chief Counsel's Office|| Commission Secretary's Office ||no|| -
|-
|TR39_ Lighting_Agreement||County/City desires to install lighting on MoDOT right of way|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
|-
|TR40_ Traffic_Signal _Pre-Emption_Agreement||Third party desires to install pre-emption equipment on our signals ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
|-
|TR41_ Cattle_Pass _Agreement||Third party desires to create a cattle pass using Commission bridge/box|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office ||Commission Secretary's Office|| no|| -
|-
|TR42_ Signing_Installed _and_Maintained_ by_Applicant '''5'''||Third party desires to install community awareness/local reference signs|| Districts|| Central Office Highway Safety and Traffic || State Highway Safety and Traffic Engineer || - || - ||no|| [http://sharepoint/systemdelivery/TR/Contracts1/Forms/AllItems.aspx?RootFolder=%2Fsystemdelivery%2FTR%2FContracts1%2FSigning%2FProcesses Written Instruction for TR42]
|-
|TR43_ Automated_Traffic _Signal_Enforcement _Agreement||Third party desires to install automated enforcement on our right of way|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [[:Category:950 Automated Traffic Enforcement#950.1.6 Conditions for Intersections with Automated Red-Light Violation Enforcement Equipment Installed After January 2011|EPG 950.1.6 Conditions for Intersections with Automated Red-Light Violation Enforcement Equipment Installed After January 2011]] and [[:Category:950 Automated Traffic Enforcement#950.1.7 Conditions for Intersections with Automated Red-Light Violation Enforcement Equipment Installed Prior to January 2011|EPG 950.1.7 Conditions for Intersections with Automated Red-Light Violation Enforcement Equipment Installed Prior to January 2011]]
|-
|TR44_ Levee_Attachment _Agreement||Levee district desires to install a levee on Commission right of way|| - || - || Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [http://epg.modot.org/index.php?title=Category:203_Roadway_and_Drainage_Excavation%2C_Embankment_and_Compaction#203.2.5_Levee_Attachments EPG 203.2.5 Levee Attachments]
|-
|TR45_ KC_Scout_Data_ and_Video_Access _Agreement||Company desires to have access to CCTV feed|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| -
|-
|TR46_ Gateway_Guide_ Data_and_Video _Access_Agreement||Company desires to have access to CCTV feed|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| -
|-
|TR47_ Wayfinding_Signing _Agreement '''5'''||City desires to install wayfinding signs|| Districts|| Central Office Highway Safety and Traffic || State Highway Safety and Traffic Engineer || - || - ||no ||[http://sharepoint/systemdelivery/TR/Contracts1/Forms/AllItems.aspx?RootFolder=%2Fsystemdelivery%2FTR%2FContracts1%2FSigning%2FProcesses Written Instruction for TR47]
|-
|TR48_ Break_In_ Limited_Access||Third party desires to have an acess in limited access right of way|| Central Office Highway Safety and Traffic/Districts|| - ||Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.2.2_Evaluation_Guidelines_and_Considerations EPG Evaluation Guidelines and Considerations]
|-
|TR49_ Impact_Assessment_ Agreement||Third party improvements will negatively affect a future Commission project ||Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| -
|-
|TR50_-_ Electronic_Signature_ Agreement (Utility_Permits)||Utility company wants access to generate automated permits|| Districts || Central Office Highway Safety and Traffic || Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
|-
|TR51_ Break_in_Access _License||Third party desires to have an acess in limited access right of way|| Central Office Highway Safety and Traffic/Districts|| - ||Commission|| Chief Counsel's Office|| Commission Secretary's Office|| yes|| [http://epg.modot.org/index.php?title=Category:941_Permits_and_Access_Requests#941.2.2_Evaluation_Guidelines_and_Considerations EPG Evaluation Guidelines and Considerations]
|-
|TR52_ Illuminated_Street _Sign_Agreement||Third party desires to install illuminated street name signs|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office|| Commission Secretary's Office|| no|| -
|-
|TR53_ Roadside_Flashers_for _City_County_Operation ||School desires to install a school flasher|| Districts|| Central Office Highway Safety and Traffic - only if modified|| Commission|| Chief Counsel's Office ||Commission Secretary's Office|| yes|| [http://epg.modot.org/index.php?title=902.12_Flashing_Beacons_%28MUTCD_Chapter_4L%29#902.12.7_Procedures_For_Advance_Beacon_Installations_by_Outside_Parties EPG 902.12.7 Procedures For Advance Beacon Installations by Outside Parties]
|-
|TR55_ ITS_Installation_ Maintenance_Agreement||Third party desires to install fiber optic cable which crosses various state owned right of way || Districts|| Central Office Highway Safety and Traffic|| Commission|| Chief Counsel's Office ||Commission Secretary's Office||yes || ‐
|-
|TR56_ Interactive_Radar _Sign_Agreement || City/County desires to install interactive radar activated “YOUR SPEED” display signs || Districts || Central Office Highway Safety and Traffic ||Commission ||Chief Counsel's Office || Commission Secretary's Office || yes || [[903.16 Signing Agreements|EPG 903.16 Signing Agreements]]
|-
|TR57_ License_Agreement ||When a licensee requests to use a licensor’s trademark on licensee's website or other promotional material to reflect the licensor is a pledged partner of MoDOT’s Safety campaigns || Districts/Central Office Highway Safety || Central Office Highway Safety and Traffic || Commission || Chief Counsel's Office || Commission Secretary's Office || no || ‐
|-
|colspan="9" align="left"|'''1''' Use the [http://sp/sites/eagreements/SitePages/Home.aspx eAgreements site] to find and begin drafting the corresponding boilerplate agreement.
|-
|colspan="9" align="left"|'''2''' Any agreement that is changed from its original form must be reviewed by CCO. Please refer to [[:Category:153 Agreements and Contracts#153.1.4 Step 3, Chief Counsel’s Office (CCO) Review|EPG 153.1.4 Step 3, Chief Counsel’s Office (CCO) Review]] and throughout EPG 153 for guidance on when to contact CCO. When in doubt, do not hesitate to contact CCO for guidance.
|-
|colspan="9" align="left"|'''3''' Can also be found in the Execution of Documents Policy
|-
|colspan="9" align="left"|'''4''' See [[902.17 Execution of Contracts for Signal or Flasher Installation|EPG 902.17 Execution of Contracts for Signal or Flasher Installation]] for additional guidance on executing signal or flasher agreements. See [[903.16 Signing Agreements|EPG 903.16 Signing Agreements]] for additional guidance of executing signing agreements.
|-
|colspan="9" align="left"|'''5''' If district modifies the agreement, the agreement is then signed by the Commission.
|}

[[Category:153 Agreements and Contracts|153.20]]

File:402 CLC 2020 Plans.pdf

2019-04-17T16:01:28Z

Oligst1:

File:402 FY2020 Contract Leveling Coat Guidelines.docx

2019-04-17T15:59:31Z

Oligst1:

Category:402 Bituminous Surface Leveling

2019-04-17T15:58:18Z

Oligst1: Update CLC guidelines and plans for FY 2020

{|border="4" align="right" style="margin-left:8px"
|-
|style="background:#BEBEBE" align="center" colspan="2"|'''[[media:402 FY2020 Contract Leveling Coat Guidelines.docx|Contract Leveling Course Guidelines]]'''
|-
|style="background:#BEBEBE" align="center" colspan="2"|'''[[media:402 CLC 2020 Plans.pdf|Contractor pdf files]]'''
|-
|style="background:#BEBEBE" align="center" colspan="2"| '''[http://spexternalsignin/sites/de/JSP/CLC_JSPs.doc?d=w62b26cd49ef94862aa99b053a837a02c Job Special Provisions]'''
|-
|style="background:#BEBEBE" align="center" colspan="2"|''' Contract Leveling Course dgn seed files are available in ProjectWise.
|}

==402.1 Design of Contract Leveling Course Projects==

{|style="padding: 0.3em; margin-left:10px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="200px" align="right"
|-
|'''AC Price Index Adjustments'''
|-
|[[media:403 Guidance for Asphalt Cement Price Index Adjustments May 2018.docx|Guidance for Asphalt Cement Price Index Adjustments]]
|}
===402.1.1 Plan Preparation===
In order to coordinate and expedite the preparation of projects for the contract leveling course program, plans shall be prepared in English units and submitted to the Design Division by August 1 of the program year. This will enable the bidding and contract services section to adjust the groupings, if necessary, and to appropriately schedule the bid opening dates.

The contract leveling course program is intended for use on roadways with less than 3500 AADT, and on which a BP-1, Type C, Type IC or superpave mixture has not been previously placed. Superpave resurfacing is viewed as more involved work, and should be programmed as a thin lift overlay project outside of the contract leveling course program.

To shorten the processing time, improve the quality of plans and to standardize procedures across the state, the following should be used when preparing plans in English units:

*No conceptual study report is necessary for contract leveling course projects, but the core team should give the corridor an elementary examination and document major safety or operational deficiencies. Unless there are very low-cost countermeasures available, the narrow scope of these projects will require that most remedial work be accomplished with maintenance forces or programmed into future projects.

*Each project should have, as a minimum, the following plan sheets:

:1. Title Sheet, with north arrow pointing to the top of the sheet, if possible.
:2. Length of Project Sheet - should include "exceptions".
:3. Typical Section Sheet - should include "estimate factors".

*Leveling course projects must have logical termini. Do not break projects at district, county or city limit lines (short projects which abut should not be shown as separate projects). Coordination with adjoining districts should be done when a project abuts a district boundary.

*[[#PDFs of Contract Leveling Course Plan Templates|Contract Leveling Course (CLC) Plan Templates]] provide sample templates for typical sections but not the location sketch or project length and typical sections. Examples of CLC plans are electronically available in Microstation format on district servers.

*The Bridge Division will analyze all bridges within the project limits to determine which bridges can be overlayed based on bridge rail height and load rating. With supporting information from District Operations and/or Design, the Bridge Division will verify the load ratings for each bridge and verify that any standard rail will not be made substandard by the Contract Leveling Course operations. Bridges should be excepted unless prior written approval is obtained from the Bridge Division and submitted with the transmittal package.

*Districts need to supply at time of submittal conflict of interest documentation (see [[237.9 Submission of Plans and Supporting Documents|Submission of Plans and Supporting Documents]]).

*Use of district forces for any operation, such as milling, that may affect the progression of the contractor operation, shall be approved in accordance with [[646.4 Work Funded by Maintenance|Work Funded by Maintenance.]]

===402.1.2 Mix and Quantities===
Tack quantities are based on tacking the entire roadway surface at an estimated minimum rate of 0.08 gallons/yd2. The asphalt binder for the contract leveling course mixture (surface leveling) should typically be PG 64-22. Asphalt lift thickness and estimate factors used for calculating mix quantities should be shown on the typical section sheets for the project. Minimum thicknesses are 1 in. for Plant Mix Bituminous Surface mixtures, 1 1/2 in. for BP-2 mixtures and 1 3/4 in. for BP-1 mixtures. Additional asphalt quantities should be included with single lift overlays to account for surface irregularities. The additional asphalt quantities added should be in accordance with the average rutting depth measurements from the roadway as provided in the following table:

<center>
{| border="1" class="wikitable" style="margin: 1em auto 1em auto" align="center"
|+ '''Table 402.1.2.1'''
! style="background:#BEBEBE" width="300"|Average Rut Depth* (inches)!! style="background:#BEBEBE" width="300"|Additional Asphalt Quantities (Tons per Lane Mile)
|-
| align="center" width="300"| ≤ 1/16 inch ||align="center" width="400"| None Required
|-
|align="center"| > 1/16 to 1/8 inch||align="center"| 16 tons per lane mile
|-
|align="center"| > 1/8 to ¼ inch||align="center"| 32 tons per lane mile
|-
|align="center"| > ¼ to 3/8 inch||align="center"| 48 tons per lane mile
|-
|align="center"| > 3/8 to ½ inch||align="center"| 64 tons per lane mile
|-
|align="center"| > ½ inch||align="center"| Profile mill or additional lifts required
|-
|colspan="2" align="left" width="710" |'''*''' The average rut depths can be estimated by one of the following methods: 
'''Method 1 –''' Field measurements using a 4-ft straight edge across the wheel path. An average of rut depths should be taken that encompass a well representation of the roadway profile (curves, tangents, superelevations, etc…). Field measurements should be taken with the appropriate traffic control in place to provide a safe working environment. '''Method 2 –''' Average rut depths may be queried from TMS ARAN database for the roadway (if available). '''Other additional quantities''' to account for profile corrections, wedging, and/or edge treatments should be estimated separately.
|}
</center>
The Bitminous Mixtures Criteria for Contract Leveling Course Projects table below is a guide for selecting bituminous mixtures for contract leveling course projects. If the district elects to use a mixture other than what is specified, the project manager should submit by letter to the Design Division the justification for specifying a different mixture or thickness than given in the table below. In addition, at the bottom of the letter an approval signature block similar to that on the [http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/131.1_Design_Exception.docx Design Exception Information Form] should be provided for the State Design Engineer.

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+ '''Table 402.1.2.2, Bituminous Mixtures Criteria for Contract Leveling Course Projects'''
! style="background:#BEBEBE"|Corridor Designation !! style="background:#BEBEBE"|Traffic !! Style="background:#BEBEBE"|Recommended Mix and Thickness
|-
|text align="center"|Light Duty || text align="center"|AADT < 1750 || text align="center"|1 in. Sec 402 Mixture'''1'''
|-
|text align="center"|Light Duty || text align="center"|1750 < AADT < 3500 || text align="center"|1 1/2 in. BP-2'''2''' (Sec 401)
|-
|colspan="3"|'''1''' For structurally sound pavements, 3/4 in. Sec 402 mixture meeting BP-3 requirements may be substituted.
|-
|colspan="3"|'''2''' A 1 3/4 in. BP-1 (Sec 401) mixture may be substituted for this application if, in the district's judgment, this substitution is warranted.
|}

If special situations require limiting loads on a given route, a "Haul Road Restriction" special provision will be considered on a project-by-project basis. Otherwise, the only load restrictions, other than the 80,000-pound legal load limit, will be any posted bridge load limits.

===402.1.3 Traffic Control, Pavement Marking and Signing===
Traffic control plans and job special provisions should be prepared and submitted by the districts. Traffic control plan templates are available on district servers. Sample job special provisions are also available from the Design Division Review Section. The quantity of "No Center Stripe" Signs should be included as necessary to sign the entire project. On contract leveling jobs, final pavement marking may be required in the contract, included in a district wide pavement marking contract, or done by district forces. The guidance for pavement marking, [[620.1 General (MUTCD Chapter 3A)#620.1.6 Permanent Pavement Markings|General (MUTCD Chapter 3A) - Permanent Pavement Markings]] provide guidance for selection of pavement marking material.

==402.2 Construction Inspection for Sec 402==
This is not a contract document and is to be used solely as a commentary on Standard Specification Section 402. Surface leveling mixes will be referred to as SL throughout this section. SL mixes are used to correct any irregularities in the surface of an existing pavement on a route with low traffic volumes.

===402.2.1 Material (Sec 402.2)===

'''Reclaimed Asphalt Pavement''' (Sec 402.2.3)

See [[460.3 Plant Inspection#460.3.11 Reclaimed Asphalt Pavement (RAP)|Reclaimed Asphalt Pavement (RAP)]] in Plant Inspection.

===402.2.2 Composition of Mixture (Sec 402.3)===

'''Gradation of Combined Aggregates''' (Sec 402.3.1)

The aggregate sources used in the mix must be the same as those required by the JMF. The combined aggregate shall meet the gradation required in [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=7 Standard Specification Section 402.3.1].

'''Alternate Gradation''' (Sec 402.3.2)

If wet bottom boiler slag is used to replace coarse aggregate, the combined aggregate shall meet the gradation required in Standard Specification Section 402.3.2.

'''Reclaimed Asphalt Pavement''' (Sec 402.3.3)

See [[460.3 Plant Inspection#460.3.11 Reclaimed Asphalt Pavement (RAP)|Reclaimed Asphalt Pavement (RAP)]] in Plant Inspection.

===402.2.3 Job Mix Formula (Sec 402.4)===

The requirements of [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=7 Standard Specification Section 401.4] apply.

===402.2.4 Gradation Control (Sec 402.5)===

The inspector should perform a sieve analysis on the hot bins or the combined cold feed at a minimum of once per day. Testing may be waived, with the RE’s approval and the contractor’s certification of the mix, when less than 200 tons are produced per day. The combined aggregate gradation must be within the master range specified in [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=7 Standard Specification Section 402.3.1] at all times. The combined aggregate gradation can vary from the JMF by the maximum tolerance shown in the table below. The mix shall be produced at the binder content shown on the JMF. However, the binder content of the mix, as determined by calculations or sampling and testing, must be within the following maximum tolerance from the JMF.

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|-
!style="background:#BEBEBE"|Property||style="background:#BEBEBE"|Tolerance
|-
| #200 || ±2.0%
|-
| Binder Content || ±0.5%
|}

The Standard Specifications do not put testing requirements on the binder content. However, if there is any reason to suspect that the binder content of the mix is not within these specifications, the inspector should take a sample and determine the binder content of the mix. For example, a sample should be taken and tested if the mix appears too dry or too wet. The binder content, as shown on the JMF, cannot be changed during production without written approval from Construction and Materials, even if the resulting binder content is within the tolerance from the JMF. If a new binder content is approved, the tolerance will apply to the new target. If a sieve analysis indicates a deviation from the JMF exceeding the specified tolerances, the contractor will be notified immediately. The contractor shall then review the cold feed settings and make any necessary adjustments. As soon as any adjustments are completed, another test will be performed. If excessive deviation still exists, the contractor will be informed and production shall stop. Further adjustments or revisions shall be made until an acceptable sieve analysis is obtained. At this time, production can resume. Adjustments in the cold feed percentages in excess of 5.0% may require a new JMF.

===402.2.5 Sample Location (Sec 402.6)===
See "Reclaimed Asphalt Pavement (RAP)" and "Sieve Analysis" in [[460.3 Plant Inspection|Plant Inspection]]. When sampling for the binder content of the mix, see also "Asphalt Binder Content."

===402.2.6 Moisture Content (Sec 402.7)===
See [[460.3 Plant Inspection#460.3.14 Asphalt Binder Content|Asphalt Binder Content]]. When sampling for the binder content, also determine the moisture content of the mix.

===402.2.7 Contamination (Sec 402.8===
See [[460.6 Paving Operations#460.6.6 Material Acceptance|Material Acceptance]].

===402.2.8 Field Laboratory (Sec 402.9)===
See [[460.3 Plant Inspection#460.3.7 Field Laboratory|Field Laboratory]].

===402.2.9 Construction Requirements (Sec 402.10)===

'''Weather Limitations''' (Sec 402.10.1)

See [[460.6 Paving Operations#460.6.3 Weather Conditions|Weather Conditions]]. SL mixes shall not be placed if the ambient air temperature or the existing surface temperature is below 50°F.

'''Bituminous Mixing Plants''' (Sec 402.10.2)

See [[:Category:404 Bituminous Mixing Plants|Bituminous Mixing Plants]].

'''Subgrade Preparation''' (Sec 402.10.3)
In this case, subgrade refers to the existing pavement. Before the project begins, District Maintenance should perform any necessary repairs that may not be compensated for by the surface leveling. Deep rutting or dips should be filled prior to the placement of the surface leveling unless otherwise directed by the District Construction and Materials Engineer. The existing pavement surface should be cleaned and tacked in accordance with Standard Specification Section 407.

'''Hauling Equipment''' (Sec 402.10.4)

See [[460.4 Paving Equipment#460.4.2 Haul Trucks|Haul Trucks]].

'''Spreading''' (Sec 402.10.5)

See [[460.6 Paving Operations#460.6.4 Spreading|Spreading]] and [[460.6 Paving Operations#460.6.5 Hand Spreading|Hand Spreading]] in Paving Operations.

:'''Irregularities''' (Sec 402.10.5.1)

See [[460.6 Paving Operations#460.6.4 Spreading|Spreading]] in Paving Operations.

'''Joints''' (Sec 402.10.6)

See [[460.6 Paving Operations#460.6.8 Transverse Joints|Transverse Joints and Longitudinal Joints in Paving Operations]].

'''Compaction''' (Sec 402.10.7)

See [[460.4 Paving Equipment#460.4.5 Rollers|Rollers in Paving Equipment]] and [[460.6 Paving Operations#460.6.7 Compaction|Compaction]] in Paving Equipment. At least 3 passes shall be made over the entire mat with either a pneumatic tire roller or a steel wheel roller. The steel wheel roller may be a static or vibratory roller. SL mixes are generally placed very thin (minimum of 1 in.). Therefore, the reaction of the mat to compaction must be watched very closely. The inspector should ensure that the roller(s) used for compaction weigh at least 10 tons. A steel wheel roller, or a vibratory roller operated in static mode, must be used for final rolling.

'''Surface Condition''' (Sec 402.10.8)

See [[460.6 Paving Operations#460.6.6 Material Acceptance|Material Acceptance]].

===402.2.10 Method of Measurement===

The total tonnage accepted will be measured to the nearest 0.1 ton.

===402.2.11 Basis of Payment===

The accepted quantity of SL mix will be paid for at the contract unit price. The contract unit price is set up as total mix (mineral aggregate and asphalt binder are no longer paid for separately).

==402.3 Materials Inspection for Sec 402==

===402.3.1 Scope===
To establish procedures for mix design of plant mix bituminous surface leveling. Ingredients for use in plant mix bituminous surface leveling are to be inspected in accordance with the applicable guidelines. Trial mix aggregate samples shall be submitted in accordance with [[:Category:1001 General Requirements for Material|EPG 1001 General Requirements for Material]]. Plant calibrations, if requested, shall be performed in accordance with [[106.4 Plant Inspections|EPG 106.4 Plant Inspections]].

===402.3.2 Procedure===
Mix design procedures are identical to those shown in [[:Category:403 Asphaltic Concrete Pavement#403.2 Materials Inspection|Materials Inspection]] in Asphaltic Concrete Pavement. If it becomes necessary to calculate a mix, the formulae, procedure and reporting shall be performed as described in [[:Category:403 Asphaltic Concrete Pavement#403.3 Laboratory Procedures for Sec 403|EPG 403.3 Laboratory Procedures for Sec 403]].

==402.4 Laboratory Procedures for Sec 402==
This establishes procedures for Laboratory testing and reporting of plant mix bituminous surface leveling trial mixtures.

===402.4.1 Procedure===
Trial mixture test results and calculations required for plant mix bituminous surface leveling will be determined as shown in [[:Category:403 Asphaltic Concrete Pavement#Laboratory Procedures for Sec 403|Laboratory Procedures for Sec 403]]. No field compacted density samples are required.

===402.4.2 Sample Record===
The sample record shall be completed in SiteManager, as described in [[:Category:101 Standard Forms#Sample Record General Information| Sample Record General Information]] [[image:bulldozer.jpg|20px]]. Test results shall be reported on the appropriate templates under the Tests tab.

==402.5 Maintenance Operations Following Contract Level Course Projects==
Once the contractor completes a surface leveling project (1” contract overlay), there are several tasks left for MoDOT to complete before the job is finished. (Note: this guidance may apply to other overlay projects as well, depending on the requirements of the contract). To ensure these tasks are completed, the Resident Engineer must coordinate the activities with local maintenance staff. This should start by inviting the maintenance superintendent to the pre-construction conference and continue by keeping maintenance staff up to date with the contractor’s schedule.

Work items to be completed by MoDOT:

:'''1. Eliminate Pavement Edge Drop-offs.''' Maintenance crews will need to eliminate edge drop-offs by adding edge rock, or by pulling up existing material with a motor grader or shoulder disc.

:'''2. Bring Entrances up to Grade.''' Additional rock may be needed to bring aggregate entrances up to grade, or there may be sufficient rock on the entrance that can be pulled up.

:'''3. Pavement Marking.''' Unless otherwise indicated in the contract, permanent pavement marking will be included in the contract. If MoDOT striping crews will place the final pavement markings, the contractor shall install [[620.1 General (MUTCD Chapter 3A)#Temporary Raised Pavement Markers|Temporary Raised Pavement Markers]] (TRPMs) and [http://epg.modot.org/index.php?title=616.6_Temporary_Traffic_Control_Zone_Devices_%28MUTCD_6F%29#616.6.47_NO_CENTER_LINE_Sign_.28WO8-12.29_.28MUTCD_6F.47.29 NO CENTER LINE] signs. Additionally, the contractor will remove and retain the NO CENTER LINE signs after the markings are complete. MoDOT will remove the TRPMs after the MoDOT placed pavement marking is complete.

:'''4. Removal of Temporary Raised Pavement Markers (TRPM).''' Per specification, the contractor is only responsible for removing TRPMs when they are also responsible for providing the final pavement marking. When MoDOT provides the pavement marking, MoDOT is responsible for removing the TRPMs. The TRPMs should be removed following placement of the pavement marking. Leaving the TRPMs in place until snowplowing operations is not an acceptable option since it may result in property damage claims, creating holes in the pavement and littering the roadsides and streams with the markers. There are many creative ways to safely remove the TRPMs mechanically, including the Tab Remover, which was a regional winner in the [http://sharepoint/systemdelivery/TP/Documents/InnovationsChallenge.aspx Innovations Challenge].

File:409 FY 2020 Seal Coat Plans.pdf

2019-04-16T19:05:14Z

Oligst1:

Category:409 Seal Coat

2019-04-16T19:03:57Z

Oligst1:

[[image:409 Distributor Sealing Operation.jpg|right|400px|thumb|<center>'''Distributor sealing operation'''</center>]]
Seal Coating or chip sealing is the application of a bituminous binder immediately followed by the application of an aggregate cover. The aggregate is then rolled to embed it into the binder. The desired functions of a seal coat/chip seal are:
:1. Seal the road surface against the entrance of moisture and air.
:2. Provide a new skid resistance wearing surface.
:3. Rejuvenate or enliven a dry or weathered surface against abrasion and disintegration.
:4. Reinforce and help restore design surface.
:5. Provide a demarcation in texture between the road surface and the shoulders for traffic guidance.
:6. Cover ragged patches and other discrepancies.
<div id="Seal coats/chip seals"></div>
Seal coats/chip seals cannot be used to correct the pavement profile or correct a rough ride. When selecting a roadway for chip sealing, the existing pavement should exhibit a good cross section and a good base, and have a good ride quality. Working cracks should be sealed, and non-working cracks ≥ 3/8 in. wide should be filled prior to the placement of the chip seal (For more information on working and nonworking cracks see [[413.5 Crack Treatment in Bituminous Pavements|Crack Treatment in Bituminous Pavements]]).

{|border="4" align="center" style="margin-right:30px" style="margin-left:30px"
|-
|style="background:#BEBEBE" align="center" colspan="2"|'''[[media:409 FY2020 Contract Seal Coat Guidelines a.docx|Contract Seal Coat Guidelines]]'''
|-
|style="background:#BEBEBE" align="center" colspan="2"|'''[[media:409 FY 2020 Seal Coat Plans.pdf|Contract Seal Coat pdf Plan Sheets]]'''
|-
|style="background:#BEBEBE" align="center" colspan="2"| '''[http://spexternalsignin/sites/de/JSP/SEAL_COAT_JSPs.doc Job Special Provisions]'''
|-
|style="background:#BEBEBE" align="center" colspan="2"|''' Contract Seal Coat dgn seed files are available in ProjectWise.
|-
|style="background:#BEBEBE" align="center" colspan="2" width="600"|''' Contact Bidding and Contract Services, Patrick Hake, for additional guidance. '''
|}

{|style="padding: 0.3em; margin-left:10px; margin-right:200px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="240px" align="right"
|-
|'''AC Price Index Adjustments'''
|-
|[[media:403 Guidance for Asphalt Cement Price Index Adjustments May 2018.docx|Guidance for Asphalt Cement Price Index Adjustments]]
|}

==409.1 Design==
In contracts using [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=7 Standard Specification Section 409], the type of bituminous material and grade of liquid asphalt is selected by the contractor. Differing aggregate qualities are available and specified according to the roadway traffic, as shown in the tables below:

<center>
{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|-
!style="background:#BEBEBE" colspan="2"|Two Way Traffic
|-
!width="200"|Seal Coat Grade!!width="250"|ADT
|-
|align="center"| C||align="center"|< 750 and any shoulders
|-
|align="center"|B1 & B2||align="center"|< 1,700
|-
|align="center"|A1||align="center"|< 3,500
|-
|align="center"|A2||align="center"|< 8,500
|}

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|-
!style="background:#BEBEBE" colspan="2"|Divided Highways
|-
!width="200"|Seal Coat Grade!!width="100"|ADT
|-
|align="center"|B1 & B2||align="center"|< 3,500
|-
|align="center"|A1||align="center"|< 14,000
|-
|align="center"|A2||align="center"|< 17,000
|}

</center>

Grades A1 and B1 are coarse (3/8”) aggregate seals and should be used on pavement surfaces with minor distresses.

Grades A2 and B2 are fine (1/4”) aggregate seals and should be used on pavement surfaces with little to no distresses.

To improve the perception of the driving public, Sec 409 requires the finished seal coat to have a dark appearance. See [[751.1 Preliminary Design#751.1.3.6 Asphalt Wearing Surface|EPG 751.1.3.6 Asphalt Wearing Surface]] for guidelines on aggregate grade selection for bridges.

A seal coat placed on a porous surface such as an aggregate base should receive a [[:Category:408 Prime Coat|prime coat]].

==409.2 Construction Inspection for Sec 409==
===409.2.1 Description (Sec 409.1)===
Seal coats, also known as chip seals, are used to lengthen the service life of an existing pavement by waterproofing it and improving its surface texture.

===409.2.2 Material (Sec 409.2)===
See also [[:Category:1003 Aggregate for Seal Coats|1003 Aggregate for Seal Coats]] and [[:Category:1015 Bituminous Material|EPG 1015 Bituminous Material]].

===409.2.3 Job Mix Formula (Sec 409.3)===
Proper design of a seal coat consists of determining the proper rate of application for the
bituminous material and cover aggregate. The mix design procedure will be in accordance with
[[#409.2 Materials Inspection for Sec 409|Materials Inspection]].

===409.2.4 Equipment (Sec 409.4)===
See [[460.4 Paving Equipment|Distributor]] in Paving Equipment. A rotary power broom or vacuum sweeper will be used to remove excess loose aggregate. Pneumatic tire rollers will be used to embed the cover aggregate. The contact pressure of the tires shall be at least 80 psi. In order to achieve the required contact pressure, the contractor may need to adjust the inflation pressure of the tires.

===409.2.5 Construction Requirements (Sec 409.5)===

'''Weather Limitations''' (Sec 409.5.2)

See [[460.6 Paving Operations#460.6.3 Weather Conditions|Weather Conditions]] in Paving Operations.

'''Application of Bituminous Material''' (Sec 409.5.4)

See [[460.4 Paving Equipment|Distributor]] in Paving Equipment. Excess binder works upward to the surface of the pavement and creates a black, sticky surface condition (i.e., flushing, bleeding, etc.). In wet weather, the surface may become slippery. A black appearance in the surface can also be the result of insufficient cover aggregate or a loss of cover aggregate.

Applying too little binder to the surface leads to a loss of cover aggregate because insufficient binder is present to hold the aggregate in place. Generally, the use of too little binder occurs less frequently than the use of too much.

'''Application of Cover Aggregate''' (Sec 409.5.5)

Cover aggregate is applied with a self-propelled spreader. Aggregate spreading should progress rapidly as a continuous operation. Stopping and starting of the distributor and/or aggregate spreader should be held to a minimum. The operation shall proceed in such a manner that the binder will not be permitted to cool, set up, dry or otherwise impair retention of the cover aggregate. To achieve this, the maximum time interval between applying the binder and spreading the cover aggregate should be limited to 30 seconds.

Any deficiencies in application of cover aggregate resulting in uncovered areas or nonuniform application of aggregate should be immediately corrected behind the spreading equipment. Any excess aggregate should be removed immediately to avoid damage to the seal coat and possible build up of materials, which could adversely affect the ride quality. Pull brooms or drags should not be used to distribute cover aggregate until embedded aggregate is set. If dust is a nuisance or impairs visibility, the contractor will be required to pre-coat the aggregate.

The rolling operation should immediately follow spreading to embed the aggregate while the binder is still soft and tacky. Pneumatic tired rollers must be operated slow enough to prevent the tires from displacing or picking up aggregate. All rolling must be completed the same day that the binder and aggregate have been applied. After material has cured, the surface should be thoroughly swept.

The major causes of loss of cover aggregate are insufficient binder, dirty or dust covered aggregate, or opening the roadway to traffic before the seal coat has cured. If there is a long delay between the application of the binder and the cover aggregate, even during warm weather, the binder may cool and harden and good adhesion is seriously impaired.

:Sec 409.5.5.1 If required by the contract, a seal coat may be applied to a bridge deck before a new hot-mix asphalt (HMA) surface is placed using the following guidelines. If an emulsion is used in the seal coat, the HMA surface may be placed in the same day. However, the haul trucks must not be allowed to make turning movements on the fresh seal coat application so that displacement of the cover aggregate does not occur. If a cutback is used, the seal coat must be allowed to cure for a minimum of seven days. Otherwise, the diesel in the cutback will soften the asphalt binder in the HMA overlay.

===409.2.6 Traffic Control (Sec 409.6)===
See [[460.6 Paving Operations|Traffic Control]] in Paving Operations. Otherwise, the diesel used
in the production of the cutback will degrade the binder in the subsequently placed HMA overlay.

===409.2.7 Basis of Acceptance (Sec 409.7)===
The criteria outlined in Standard Specification Section 409.7 must be met prior to acceptance
of the project. The following items are suggestions for an acceptable project:

:(1) Route trucks onto the project in such a manner that they will not have to turn on the newly spread aggregate.
:(2) Keep the distributor and the aggregate spreader within approximately 30 seconds of each another (220 ft. at 5 mph).
:(3) Construct transverse joints with building paper that is held securely in place.
:(4) Construct longitudinal joints with a slight overlap so that a gap between the applications is avoided. The joint should be located near the lane line.
:(5) Operate the distributor at a slow enough speed to ensure uniform spread and to reduced the elapsed time between the application of binder and aggregate.
:(6) Use a shield on the outside end of the spray bar on the first of two adjacent spreads, and on both ends on the final passes, to prevent tapering of binder spread where aggregate will not adhere.
:(7) Operate the distributor and the aggregate spreader at approximately equal speeds with a minimum distance between them.
:(8) If necessary, patching, brooming, and/or salvaging should be performed immediately behind the aggregate spreader.
:(9) On superelevated sections, the length of the binder application may need to be reduced in order to minimize the transverse flow of the binder before the application of cover the aggregate.

==409.3 Materials Inspection for Sec 409==

===409.3.1 Procedure===

====409.3.1.1 Mix Design Procedure====

In order for a seal coat mix design to be approved, the contractor’s proposed job mix formula (JMF) shall be submitted as required in [[#409.2.3 Report|Report]]. Trial mix samples will not be required unless requested by the Field Office. If requested, trial mix samples, along with samples of asphalt binder, must be obtained and submitted to the Central Laboratory in accordance with [[:Category:1001 General Requirements for Material|EPG 1001 General Requirements for Material]]. When possible, the JMF and correspondence should be transmitted electronically. The Materials Field Office e-mail address is "mfo".

====409.3.1.2 District Procedure====

When a proposed mix design has been received by the District, as required by the Standard Specifications, the District shall check the calculations thoroughly and ensure that the materials listed and sieve analyses shown are correct and that the proposed mixture components and proportions comply with Specifications. It may be necessary for the District to advise the contractor to make changes in the proposed mixture in order to fully comply with Department policies. When the District is satisfied that a proposed mixture is acceptable, a copy of the formula and the contractor's letter shall be submitted to the Materials Field Office, accompanied by a letter of transmittal with comments, any corrections made and recommendations. The letter shall contain the following information:
:Project information – Job Number, Route, County, Contract Number.
:Grade and Source of Asphalt Binder
:Letting Date
:Proposed Work – Type of Seal Coat, Job Location and Length
:Annual Average Daily Traffic (AADT)
:Mix Use – Mainline, Shoulders, etc.
:Quantity of Mix

Included in the letter should be information regarding the approximate date on which the contractor intends to begin placing the mixture on the roadway.

====409.3.1.3 Field Office Procedure====

The Materials Field Office is charged with the responsibility for processing the mix design. General procedures for processing a seal coat mix design are as follows:

:a. A letter from a District requesting a mix with a copy of the contractor's formula and letter attached is received.

:b. Contract specifications for the project are checked for necessary items.

:c. Grade of asphalt as well as the refinery to be used and percent asphalt recommended are reviewed.

:d. Gradation of the aggregate is checked for specification compliance and compared with the gradation determined by the Laboratory.

:e. All calculations on the proposed job mix are checked.

===409.3.2 Report===
A letter of transmittal will accompany the approved mixture to the District Construction and Materials Engineer with distribution as follows:

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|-
!style="background:#BEBEBE"|Title||style="background:#BEBEBE"|Copy of Transmittal Letter and Approved Mix
|-
| District Construction and Materials Engineer || 1
|-
|Project Operations Clerk|| 1
|-
|Resident Engineer|| 1
|-
|Field Office File|| 1
|}

The letter of transmittal and the approved mixture will be sent by electronic mail to the individuals listed above.

A copy of the approved formula accompanied by a letter of transmittal from the District Construction and Materials Engineer is to be forwarded to the contractor.

==409.4 Maintenance Seal Coat/Chip Seals==
{|style="padding: 0.3em; margin-left:7px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="195px" align="right"
|-
|[http://www.youtube.com/watch?feature=player_embedded&v=tr2YgzTXwQo '''Chip Seal Safety Video''']
|}
Seal coats/chip seals have traditionally been used on lower volume roads because of vehicle windshield damage caused by the loose aggregate that remained on the roadway surface. However, with improvements of the bituminous binder, proper design and construction procedures the loose aggregate can be minimized. The small details are very important with the application of a chip seal. Chip seals should be restricted to 2-lane, 2-way roads with less than 3,500 vehicles per day, and 2-lane, one-way roads with less than 14,000 vehicles per day (7,000 vpd 1-way).

Maintenance seal coat/chip sealing shall not be done on asphaltic concrete pavements unless approved by the Maintenance Division or unless the asphaltic concrete section has been downgraded to a service road, supplementary road, etc., carrying low volumes of traffic. If leveling of the surface or increased stability is needed, consideration should be given to the placement of a leveling course or mat. Continuous seal coat/chip seals are recommended only for level, even, and stable surfaces, preferably with an appreciable base, as a seal coat/chip seal in itself is not intended to increase the strength of the roadway. All seal coat/chip sealing should be done when weather and surface conditions are right and this definitely applies to continuous seal coat/chip seals and seal coat/chip seals on bridges. The roadway surface should be dry, humidity low, and it should not be done when precipitation is imminent. Temperatures should be warm but not extremely hot.

Seal coat/chip seals require proper design, adequate supervision and inspection to obtain good results.

===409.4.1 Seal Coat/Chip Seal Considerations===
The type and grade of asphalt, specification of cover aggregate and the rate of application of the asphalt and aggregate should be carefully determined. The condition of the surface to be treated and the type and specific weight of the aggregate should also be considered during the design of the seal coat.

Adjustments should be made in the field if necessary to obtain proper results. Recommendations as to equipment, materials, construction procedures and traffic control for continuous seal coat/chip seals are as follows: Also listed are some types of failures and their causes.

1. Normally CRS-2 emulsified asphalt or penetration asphalt is used. Rates of application of the asphalt may vary from .20 to .40 gallon per square yard dependent on the condition of the surface to be treated, the type and grade of asphalt and the specification of the cover aggregate, 0.3 gallon per square yard is the normal rate. The rate for the asphalt should be so that the aggregate is embedded approximately 70% in the cured asphalt.

2. Bituminous distributors used for seal coat/chip seal coat work should be operating properly and should be equipped with the necessary controls to ensure proper application of the asphalt. Pull type distributors are not to be used for major or continuous seal coat/chip seal work. The application rate for a bituminous distributor with a positive displacement pump is a function of the spray bar length in feet, the pump discharge in gallons per minute, and the distributor speed in feet per minute. The normal spray bar "factor or pump discharge is 10 to 15 gallons per spray bar foot of length for 1/8 in. nozzles spaced 4 in. apart. Center to center spacing on the spray bar is now almost universally 4 in. apart although some older models still have a 6 in. spacing of nozzles. For distributors equipped with different size nozzles spacing consult the manufacturers recommendations. Spray bar nozzles are to be clean and adjusted so that the solid fan patterns do not interfere with or distort each other. Normally each slit opening of the nozzle is adjusted to a 15 to 30 degree angle with the spray bar centerline. A 30 degree setting will allow passage of air currents without undue distortion to the fan pattern.

3. The spray bar height setting is especially important for several reasons. It should be set at a minimum height to reduce blotches and voids caused by air turbulence. All distributors with four inch nozzle spacing must be set at a height which provides an exact triple coverage and all distributors with six inch nozzle spacing must be set for a height which provides an exact double coverage fan pattern. If the spray bar height is set higher than that needed to obtain the double or triple coverage, voids or ridges will result. The proper spray bar height for triple coverage can visually be checked before use by using the asphalt material specified at normal spray temperature and pressure by closing the second and third, fifth and sixth, eighth and ninth, etc., nozzles of the center section only of the spray bar, and adjusting the bar height until perfect single coverage is obtained. Double lap coverage involves the same procedure as above except every other nozzle is left open. If the distributor has already been checked for double lap coverage, increasing the spray height 50% will give triple coverage. These tests should be run on a clean, damp, dust free surface for good observation. The rear springs of the distributor are to be chained down to the rear axle under full load to prevent a change in spray bar height as the load is emptied.

4. The cover aggregate shall meet Standard Specifications for seal coat/chip seal coat aggregate. Expanded shale, Iron Mountain chat or similar hard angular aggregate may be used on medium and heavy traffic asphaltic concrete surfaces. The rate of application of cover aggregate will depend on the specific roadway application. The amount of material may vary between 25 to 30 pounds per square yard and the specific weights of the material used for cover should be considered in determining this rate and also the type and grade of asphalt used. There are certain aggregates that are so ionized that they will not adhere to the asphalt District Materials personnel should be consulted regarding the aggregate and the asphalt that is to be used. The aggregate should be as free of moisture as possible, but normally this cannot be accomplished without excessive costs and usually the moisture present will not affect the adhesion.

5. The cover aggregate is to be applied with an approved mechanical spreader, at an even rate. Mechanical spreader types are wheeled box type spreaders and self-propelled spreaders. The wheeled box type and self-propelled spreader require special truck hitches. The self-propelled spreader provides for very close control over the application rate of the aggregate and also has a sloped screen attachment that allows the larger aggregate to be deposited on the fresh film of asphalt first. Operators of spreaders and supply trucks must be familiar with and efficient in the operation of their units prior to the start of operations. Self-propelled 5 to 8 ton steel wheel rollers and pneumatic tired rollers are used for rolling on continuous seal coat/chip seals. Light rollers are used since only one layer of aggregate is involved and heavier rollers will crush softer aggregates. Pneumatic tired rollers are necessary due to the unevenness of most roadway surfaces. On spot seal coat/chip seal work, rolling is accomplished with truck tires and pull type steel wheel rollers.

6. The following construction procedures are ideal and should be followed as closely as possible on major seal coat/chip seal jobs especially on bridge floors, high type pavements and where traffic volumes are heavy. The preparation of all surfaces to be seal coat/chip sealed is of utmost importance especially on bridge floors. Surfaces should be clean and free of loose aggregate. All necessary patching, removal of corrugations, etc. is to be accomplished prior to sealing. Old seal coat/chip seals or patches which may cause bleeding or failure on the new seal coat/chip seal cost should be removed. On shoulder work any necessary wedging and edge joint pouring should be done prior to sealing.

7. The recommended spray temperature of the asphalt is to be maintained by reheating if necessary to provide for a uniform application. This is more critical with penetration asphalt than with cut-backs. The standard specifications should be consulted for the correct spraying temperatures. The asphalt application should be so that it may be covered with aggregate immediately. This is also more critical with penetration asphalt. With self-propelled spreaders, it is usually easy to accomplish. With other spreaders, the amount of asphalt applied should be controlled to that which can be covered immediately. This applies to spot seal coat/chip sealing as well as continuous seal coat/chip seals. Building paper is to be used at transverse joints to prevent unsightly and bumpy joints. Care should also be exercised by distributor operators to prevent overlapping at the longitudinal joints. The design of the spray bar allows for overlap at the longitudinal joint.

8. Dry aggregate will provide best results under all conditions except when an emulsion asphalt is used but is not always possible. A slight amount of moisture on a dry, warm day will usually not cause any trouble. On bridge floors or high type pavement where traffic volumes are heavy, it may be practical to dry the material prior to application. Drying aggregate on a mixing board has proved to be practical in some areas. The cover aggregate is to be spread uniformly and as close to the design quantity as possible. Insufficient cover will lead to bleeding while excess aggregate will have a tendency to pull embedded aggregate loose under traffic conditions. A self-propelled spreader will provide best results. If a wheeled box type spreader is used the supply trucks should be operated by drivers who are proficient on this operation.

9. Any brooming with a pull broom after the embedded aggregate is set must be supervised closely and confined to the cooler hours of the day. Only enough pressure should be applied to remove excess aggregate. Any objectionable, loose aggregate which develops after the section is opened to traffic should be broomed off to prevent damage to vehicles. Any excess aggregate left along the edge of bridge floors is to be removed as soon as possible.

10. Rolling should begin immediately after the cover aggregate is applied. Rolling with a steel wheel roller is to be confined to one pass. At least two complete passes with pneumatic tired roller should be accomplished prior to opening to traffic. The recommended sequence of rolling is two complete passes with the pneumatic tired roller and then one complete pass with a steel wheel roller. On spot seal coat/chip sealing, rolling is done with a steel wheel roller and truck tires.

===409.4.2 Traffic Control Considerations===
Proper traffic control is of utmost importance in obtaining good results on any seal coat/chip seal work and cannot be stressed too strongly. The degree of controls is dependent to some extent on the type and grade of asphalt, weather conditions, traffic density and traffic speed. After rolling is completed traffic will not normally damage a seal coat/chip seal if restricted to low speeds. The controls listed below are considered a minimum and must be followed as closely as possible.

1. Signing and traffic control devices are to be in accordance with the [[616.23 Traffic Control for Field Operations|Traffic Control for Field Operations]], and are to be in place as long as any hazards, such as loose aggregate on the traveled surface exists. On extremely heavy traffic sections, it may be necessary to request some assistance from the State Highway Patrol during peak hours of traffic. Adequate warning signs and flagging must be provided on any section where lanes are barricaded overnight.

2. On continuous seal coat/chip seals, no traffic is to be allowed on the seal until rolling is completed; then traffic is to be controlled by pilot vehicle at a maximum speed of 20 miles per hour for at least two hours before being opened fully to traffic. On sections with less than 250 AADT, this control by pilot vehicle may be reduced to one hour. On multi-lane pavements, where traffic is normally very high, it is recommended that no traffic be allowed on the seal coat/chip seal for a period of 4 to 8 hours or possibly overnight and then allowed to pass at 20 miles per hour for one hour before full opening. This control at restricted speeds will not only ensure a better seal coat/chip seal coat job but will also reduce the hazards to traffic from loose aggregate. On shorter sections of continuous seal coat/chip seal coats, such as on bridge floors, where a pilot vehicle would not be feasible, the traffic is to be restricted to the 20 miles per hour by flagging and it will probably be necessary to stop traffic from both directions to hold their speed to 20 miles per hour.

3. Traffic control on spot seal work is usually not as critical as on continuous seal, but the proper flagging and signing to assure safety and to minimize the whipping off of aggregate by traffic must be used.

===409.4.3 Chip Seal Failures===
It would be extremely misleading to give the impression that all seal coat/chip seal jobs are successful even though proper materials are used. Failures do occur and the important thing is to know why they occur and how to prevent them.

1. Streaking results when alternate longitudinal strips of the seal coat/chip seal contain different quantities of asphalt binder. This is due to lack of uniformity of application. Some of the more common causes of streaking are mechanical faults, improper spray bar adjustment, and careless operation of distributors. Another frequent cause is applying the asphalt at a temperature so low that it is not fluid enough to fan out properly from the nozzles on the spray bars. Streaking can generally be avoided by using a clean and properly adjusted distributor and applying the asphalt at the correct temperature. Careful spray bar adjustment is important to prevent streaking when high viscosity materials are used.

2. The use of too much asphalt in seal coat/chip seal work is a common fault as well as a serious one because of the safety hazard it presents. Excess asphalt works upward onto the pavement surface and is the origin of the black and sticky surface condition referred to as flushing, bleeding, fattening up, etc., which becomes slippery to traffic in wet weather. It should be pointed out that a black appearance can also be caused by insufficient cover aggregate or may in part, be due to loss of a portion of cover aggregate.

3. The application of insufficient asphalt binder leads to loss of cover aggregate because not enough binder has been applied to cement the aggregate particles into place. Generally, the use of too little asphalt occurs less frequently than the application of too much. This emphasizes the need for very careful attention to proper application quantities.

4. The major causes for loss of cover aggregate are insufficient asphalt, dirty or dust covered aggregate, or permitting fast traffic on the road before the seal coat/chip seal has cured. If there is a long delay between spraying the asphalt binder and spreading the cover aggregate, even during warm weather, the asphalt may become so cooled or hardened that good adhesion between the two is seriously impaired. This is especially true when cutback asphalts and asphalt cements are used for the binder. Field studies show that non-uniform asphalt application occurs most frequently during cool weather. The asphalt temperature drops to that of the pavement within approximately two minutes. For this reason weather and temperature limitations should be observed.

5. The strength of a road section is analogous to the strength of a chain and its weakest link. Obviously, any seal coat/chip seal will fail if the supporting road structure cannot bear the traffic. Although a seal coat/chip seal must be tough and durable along with its other desirable characteristics, it is not generally considered a load bearing factor in the overall design. The subbase, base and surface courses are designed for this purpose. Seal coat/chip seals are not feasible for a road which has a soft or poor base or uneven surface. Also roadway surfaces which will require excessive spot sealing, patching or wedging should not be considered for seal coat/chip seals as these conditions will penetrate the seal coat/chip seal and cause bleeding and tracking of asphalt and possibly failure. Leveling courses or mats should be considered for surfaces such as the above. When a level, stable surface has been obtained a seal coat/chip seal may then be considered.

===409.4.4 Maintenance Seal Coat/Chip Seal Design===
Refer to [[Media:409 Minnesota Seal Coat Design.pdf|Chapter 4 of the Minnesota Seal Coat/Chip Seal Design Procedure]] regarding the proper procedures for designing a chip seal for a specific roadway application.

==409.5 Maintenance Planning Guide==
'''Printable''' [[media:R31C - Chip Sealing - Course Aggregate.pdf|'''Maintenance Planning Guide for Chip Sealing''']].

Index of all [[:Category:170 Maintenance Activity Planning Guidelines#Index of Printable Planning Guides|Maintenance Planning Guidelines]].

Category:409 Seal Coat

2019-04-16T18:55:14Z

Oligst1:

[[image:409 Distributor Sealing Operation.jpg|right|400px|thumb|<center>'''Distributor sealing operation'''</center>]]
Seal Coating or chip sealing is the application of a bituminous binder immediately followed by the application of an aggregate cover. The aggregate is then rolled to embed it into the binder. The desired functions of a seal coat/chip seal are:
:1. Seal the road surface against the entrance of moisture and air.
:2. Provide a new skid resistance wearing surface.
:3. Rejuvenate or enliven a dry or weathered surface against abrasion and disintegration.
:4. Reinforce and help restore design surface.
:5. Provide a demarcation in texture between the road surface and the shoulders for traffic guidance.
:6. Cover ragged patches and other discrepancies.
<div id="Seal coats/chip seals"></div>
Seal coats/chip seals cannot be used to correct the pavement profile or correct a rough ride. When selecting a roadway for chip sealing, the existing pavement should exhibit a good cross section and a good base, and have a good ride quality. Working cracks should be sealed, and non-working cracks ≥ 3/8 in. wide should be filled prior to the placement of the chip seal (For more information on working and nonworking cracks see [[413.5 Crack Treatment in Bituminous Pavements|Crack Treatment in Bituminous Pavements]]).

{|border="4" align="center" style="margin-right:30px" style="margin-left:30px"
|-
|style="background:#BEBEBE" align="center" colspan="2"|'''[[media:409 FY2020 Contract Seal Coat Guidelines a.docx|Contract Seal Coat Guidelines]]'''
|-
|style="background:#BEBEBE" align="center" colspan="2"|'''[[media:409 FY 2019 Seal Coat Contractor.pdf|Contractor pdf files]]'''
|-
|style="background:#BEBEBE" align="center" colspan="2"| '''[http://spexternalsignin/sites/de/JSP/SEAL_COAT_JSPs.doc Job Special Provisions]'''
|-
|style="background:#BEBEBE" align="center" colspan="2"|''' Contract Seal Coat dgn seed files are available in ProjectWise.
|-
|style="background:#BEBEBE" align="center" colspan="2" width="600"|''' Contact Bidding and Contract Services, Patrick Hake, for additional guidance. '''
|}

{|style="padding: 0.3em; margin-left:10px; margin-right:200px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="240px" align="right"
|-
|'''AC Price Index Adjustments'''
|-
|[[media:403 Guidance for Asphalt Cement Price Index Adjustments May 2018.docx|Guidance for Asphalt Cement Price Index Adjustments]]
|}

==409.1 Design==
In contracts using [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=7 Standard Specification Section 409], the type of bituminous material and grade of liquid asphalt is selected by the contractor. Differing aggregate qualities are available and specified according to the roadway traffic, as shown in the tables below:

<center>
{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|-
!style="background:#BEBEBE" colspan="2"|Two Way Traffic
|-
!width="200"|Seal Coat Grade!!width="250"|ADT
|-
|align="center"| C||align="center"|< 750 and any shoulders
|-
|align="center"|B1 & B2||align="center"|< 1,700
|-
|align="center"|A1||align="center"|< 3,500
|-
|align="center"|A2||align="center"|< 8,500
|}

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|-
!style="background:#BEBEBE" colspan="2"|Divided Highways
|-
!width="200"|Seal Coat Grade!!width="100"|ADT
|-
|align="center"|B1 & B2||align="center"|< 3,500
|-
|align="center"|A1||align="center"|< 14,000
|-
|align="center"|A2||align="center"|< 17,000
|}

</center>

Grades A1 and B1 are coarse (3/8”) aggregate seals and should be used on pavement surfaces with minor distresses.

Grades A2 and B2 are fine (1/4”) aggregate seals and should be used on pavement surfaces with little to no distresses.

To improve the perception of the driving public, Sec 409 requires the finished seal coat to have a dark appearance. See [[751.1 Preliminary Design#751.1.3.6 Asphalt Wearing Surface|EPG 751.1.3.6 Asphalt Wearing Surface]] for guidelines on aggregate grade selection for bridges.

A seal coat placed on a porous surface such as an aggregate base should receive a [[:Category:408 Prime Coat|prime coat]].

==409.2 Construction Inspection for Sec 409==
===409.2.1 Description (Sec 409.1)===
Seal coats, also known as chip seals, are used to lengthen the service life of an existing pavement by waterproofing it and improving its surface texture.

===409.2.2 Material (Sec 409.2)===
See also [[:Category:1003 Aggregate for Seal Coats|1003 Aggregate for Seal Coats]] and [[:Category:1015 Bituminous Material|EPG 1015 Bituminous Material]].

===409.2.3 Job Mix Formula (Sec 409.3)===
Proper design of a seal coat consists of determining the proper rate of application for the
bituminous material and cover aggregate. The mix design procedure will be in accordance with
[[#409.2 Materials Inspection for Sec 409|Materials Inspection]].

===409.2.4 Equipment (Sec 409.4)===
See [[460.4 Paving Equipment|Distributor]] in Paving Equipment. A rotary power broom or vacuum sweeper will be used to remove excess loose aggregate. Pneumatic tire rollers will be used to embed the cover aggregate. The contact pressure of the tires shall be at least 80 psi. In order to achieve the required contact pressure, the contractor may need to adjust the inflation pressure of the tires.

===409.2.5 Construction Requirements (Sec 409.5)===

'''Weather Limitations''' (Sec 409.5.2)

See [[460.6 Paving Operations#460.6.3 Weather Conditions|Weather Conditions]] in Paving Operations.

'''Application of Bituminous Material''' (Sec 409.5.4)

See [[460.4 Paving Equipment|Distributor]] in Paving Equipment. Excess binder works upward to the surface of the pavement and creates a black, sticky surface condition (i.e., flushing, bleeding, etc.). In wet weather, the surface may become slippery. A black appearance in the surface can also be the result of insufficient cover aggregate or a loss of cover aggregate.

Applying too little binder to the surface leads to a loss of cover aggregate because insufficient binder is present to hold the aggregate in place. Generally, the use of too little binder occurs less frequently than the use of too much.

'''Application of Cover Aggregate''' (Sec 409.5.5)

Cover aggregate is applied with a self-propelled spreader. Aggregate spreading should progress rapidly as a continuous operation. Stopping and starting of the distributor and/or aggregate spreader should be held to a minimum. The operation shall proceed in such a manner that the binder will not be permitted to cool, set up, dry or otherwise impair retention of the cover aggregate. To achieve this, the maximum time interval between applying the binder and spreading the cover aggregate should be limited to 30 seconds.

Any deficiencies in application of cover aggregate resulting in uncovered areas or nonuniform application of aggregate should be immediately corrected behind the spreading equipment. Any excess aggregate should be removed immediately to avoid damage to the seal coat and possible build up of materials, which could adversely affect the ride quality. Pull brooms or drags should not be used to distribute cover aggregate until embedded aggregate is set. If dust is a nuisance or impairs visibility, the contractor will be required to pre-coat the aggregate.

The rolling operation should immediately follow spreading to embed the aggregate while the binder is still soft and tacky. Pneumatic tired rollers must be operated slow enough to prevent the tires from displacing or picking up aggregate. All rolling must be completed the same day that the binder and aggregate have been applied. After material has cured, the surface should be thoroughly swept.

The major causes of loss of cover aggregate are insufficient binder, dirty or dust covered aggregate, or opening the roadway to traffic before the seal coat has cured. If there is a long delay between the application of the binder and the cover aggregate, even during warm weather, the binder may cool and harden and good adhesion is seriously impaired.

:Sec 409.5.5.1 If required by the contract, a seal coat may be applied to a bridge deck before a new hot-mix asphalt (HMA) surface is placed using the following guidelines. If an emulsion is used in the seal coat, the HMA surface may be placed in the same day. However, the haul trucks must not be allowed to make turning movements on the fresh seal coat application so that displacement of the cover aggregate does not occur. If a cutback is used, the seal coat must be allowed to cure for a minimum of seven days. Otherwise, the diesel in the cutback will soften the asphalt binder in the HMA overlay.

===409.2.6 Traffic Control (Sec 409.6)===
See [[460.6 Paving Operations|Traffic Control]] in Paving Operations. Otherwise, the diesel used
in the production of the cutback will degrade the binder in the subsequently placed HMA overlay.

===409.2.7 Basis of Acceptance (Sec 409.7)===
The criteria outlined in Standard Specification Section 409.7 must be met prior to acceptance
of the project. The following items are suggestions for an acceptable project:

:(1) Route trucks onto the project in such a manner that they will not have to turn on the newly spread aggregate.
:(2) Keep the distributor and the aggregate spreader within approximately 30 seconds of each another (220 ft. at 5 mph).
:(3) Construct transverse joints with building paper that is held securely in place.
:(4) Construct longitudinal joints with a slight overlap so that a gap between the applications is avoided. The joint should be located near the lane line.
:(5) Operate the distributor at a slow enough speed to ensure uniform spread and to reduced the elapsed time between the application of binder and aggregate.
:(6) Use a shield on the outside end of the spray bar on the first of two adjacent spreads, and on both ends on the final passes, to prevent tapering of binder spread where aggregate will not adhere.
:(7) Operate the distributor and the aggregate spreader at approximately equal speeds with a minimum distance between them.
:(8) If necessary, patching, brooming, and/or salvaging should be performed immediately behind the aggregate spreader.
:(9) On superelevated sections, the length of the binder application may need to be reduced in order to minimize the transverse flow of the binder before the application of cover the aggregate.

==409.3 Materials Inspection for Sec 409==

===409.3.1 Procedure===

====409.3.1.1 Mix Design Procedure====

In order for a seal coat mix design to be approved, the contractor’s proposed job mix formula (JMF) shall be submitted as required in [[#409.2.3 Report|Report]]. Trial mix samples will not be required unless requested by the Field Office. If requested, trial mix samples, along with samples of asphalt binder, must be obtained and submitted to the Central Laboratory in accordance with [[:Category:1001 General Requirements for Material|EPG 1001 General Requirements for Material]]. When possible, the JMF and correspondence should be transmitted electronically. The Materials Field Office e-mail address is "mfo".

====409.3.1.2 District Procedure====

When a proposed mix design has been received by the District, as required by the Standard Specifications, the District shall check the calculations thoroughly and ensure that the materials listed and sieve analyses shown are correct and that the proposed mixture components and proportions comply with Specifications. It may be necessary for the District to advise the contractor to make changes in the proposed mixture in order to fully comply with Department policies. When the District is satisfied that a proposed mixture is acceptable, a copy of the formula and the contractor's letter shall be submitted to the Materials Field Office, accompanied by a letter of transmittal with comments, any corrections made and recommendations. The letter shall contain the following information:
:Project information – Job Number, Route, County, Contract Number.
:Grade and Source of Asphalt Binder
:Letting Date
:Proposed Work – Type of Seal Coat, Job Location and Length
:Annual Average Daily Traffic (AADT)
:Mix Use – Mainline, Shoulders, etc.
:Quantity of Mix

Included in the letter should be information regarding the approximate date on which the contractor intends to begin placing the mixture on the roadway.

====409.3.1.3 Field Office Procedure====

The Materials Field Office is charged with the responsibility for processing the mix design. General procedures for processing a seal coat mix design are as follows:

:a. A letter from a District requesting a mix with a copy of the contractor's formula and letter attached is received.

:b. Contract specifications for the project are checked for necessary items.

:c. Grade of asphalt as well as the refinery to be used and percent asphalt recommended are reviewed.

:d. Gradation of the aggregate is checked for specification compliance and compared with the gradation determined by the Laboratory.

:e. All calculations on the proposed job mix are checked.

===409.3.2 Report===
A letter of transmittal will accompany the approved mixture to the District Construction and Materials Engineer with distribution as follows:

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|-
!style="background:#BEBEBE"|Title||style="background:#BEBEBE"|Copy of Transmittal Letter and Approved Mix
|-
| District Construction and Materials Engineer || 1
|-
|Project Operations Clerk|| 1
|-
|Resident Engineer|| 1
|-
|Field Office File|| 1
|}

The letter of transmittal and the approved mixture will be sent by electronic mail to the individuals listed above.

A copy of the approved formula accompanied by a letter of transmittal from the District Construction and Materials Engineer is to be forwarded to the contractor.

==409.4 Maintenance Seal Coat/Chip Seals==
{|style="padding: 0.3em; margin-left:7px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="195px" align="right"
|-
|[http://www.youtube.com/watch?feature=player_embedded&v=tr2YgzTXwQo '''Chip Seal Safety Video''']
|}
Seal coats/chip seals have traditionally been used on lower volume roads because of vehicle windshield damage caused by the loose aggregate that remained on the roadway surface. However, with improvements of the bituminous binder, proper design and construction procedures the loose aggregate can be minimized. The small details are very important with the application of a chip seal. Chip seals should be restricted to 2-lane, 2-way roads with less than 3,500 vehicles per day, and 2-lane, one-way roads with less than 14,000 vehicles per day (7,000 vpd 1-way).

Maintenance seal coat/chip sealing shall not be done on asphaltic concrete pavements unless approved by the Maintenance Division or unless the asphaltic concrete section has been downgraded to a service road, supplementary road, etc., carrying low volumes of traffic. If leveling of the surface or increased stability is needed, consideration should be given to the placement of a leveling course or mat. Continuous seal coat/chip seals are recommended only for level, even, and stable surfaces, preferably with an appreciable base, as a seal coat/chip seal in itself is not intended to increase the strength of the roadway. All seal coat/chip sealing should be done when weather and surface conditions are right and this definitely applies to continuous seal coat/chip seals and seal coat/chip seals on bridges. The roadway surface should be dry, humidity low, and it should not be done when precipitation is imminent. Temperatures should be warm but not extremely hot.

Seal coat/chip seals require proper design, adequate supervision and inspection to obtain good results.

===409.4.1 Seal Coat/Chip Seal Considerations===
The type and grade of asphalt, specification of cover aggregate and the rate of application of the asphalt and aggregate should be carefully determined. The condition of the surface to be treated and the type and specific weight of the aggregate should also be considered during the design of the seal coat.

Adjustments should be made in the field if necessary to obtain proper results. Recommendations as to equipment, materials, construction procedures and traffic control for continuous seal coat/chip seals are as follows: Also listed are some types of failures and their causes.

1. Normally CRS-2 emulsified asphalt or penetration asphalt is used. Rates of application of the asphalt may vary from .20 to .40 gallon per square yard dependent on the condition of the surface to be treated, the type and grade of asphalt and the specification of the cover aggregate, 0.3 gallon per square yard is the normal rate. The rate for the asphalt should be so that the aggregate is embedded approximately 70% in the cured asphalt.

2. Bituminous distributors used for seal coat/chip seal coat work should be operating properly and should be equipped with the necessary controls to ensure proper application of the asphalt. Pull type distributors are not to be used for major or continuous seal coat/chip seal work. The application rate for a bituminous distributor with a positive displacement pump is a function of the spray bar length in feet, the pump discharge in gallons per minute, and the distributor speed in feet per minute. The normal spray bar "factor or pump discharge is 10 to 15 gallons per spray bar foot of length for 1/8 in. nozzles spaced 4 in. apart. Center to center spacing on the spray bar is now almost universally 4 in. apart although some older models still have a 6 in. spacing of nozzles. For distributors equipped with different size nozzles spacing consult the manufacturers recommendations. Spray bar nozzles are to be clean and adjusted so that the solid fan patterns do not interfere with or distort each other. Normally each slit opening of the nozzle is adjusted to a 15 to 30 degree angle with the spray bar centerline. A 30 degree setting will allow passage of air currents without undue distortion to the fan pattern.

3. The spray bar height setting is especially important for several reasons. It should be set at a minimum height to reduce blotches and voids caused by air turbulence. All distributors with four inch nozzle spacing must be set at a height which provides an exact triple coverage and all distributors with six inch nozzle spacing must be set for a height which provides an exact double coverage fan pattern. If the spray bar height is set higher than that needed to obtain the double or triple coverage, voids or ridges will result. The proper spray bar height for triple coverage can visually be checked before use by using the asphalt material specified at normal spray temperature and pressure by closing the second and third, fifth and sixth, eighth and ninth, etc., nozzles of the center section only of the spray bar, and adjusting the bar height until perfect single coverage is obtained. Double lap coverage involves the same procedure as above except every other nozzle is left open. If the distributor has already been checked for double lap coverage, increasing the spray height 50% will give triple coverage. These tests should be run on a clean, damp, dust free surface for good observation. The rear springs of the distributor are to be chained down to the rear axle under full load to prevent a change in spray bar height as the load is emptied.

4. The cover aggregate shall meet Standard Specifications for seal coat/chip seal coat aggregate. Expanded shale, Iron Mountain chat or similar hard angular aggregate may be used on medium and heavy traffic asphaltic concrete surfaces. The rate of application of cover aggregate will depend on the specific roadway application. The amount of material may vary between 25 to 30 pounds per square yard and the specific weights of the material used for cover should be considered in determining this rate and also the type and grade of asphalt used. There are certain aggregates that are so ionized that they will not adhere to the asphalt District Materials personnel should be consulted regarding the aggregate and the asphalt that is to be used. The aggregate should be as free of moisture as possible, but normally this cannot be accomplished without excessive costs and usually the moisture present will not affect the adhesion.

5. The cover aggregate is to be applied with an approved mechanical spreader, at an even rate. Mechanical spreader types are wheeled box type spreaders and self-propelled spreaders. The wheeled box type and self-propelled spreader require special truck hitches. The self-propelled spreader provides for very close control over the application rate of the aggregate and also has a sloped screen attachment that allows the larger aggregate to be deposited on the fresh film of asphalt first. Operators of spreaders and supply trucks must be familiar with and efficient in the operation of their units prior to the start of operations. Self-propelled 5 to 8 ton steel wheel rollers and pneumatic tired rollers are used for rolling on continuous seal coat/chip seals. Light rollers are used since only one layer of aggregate is involved and heavier rollers will crush softer aggregates. Pneumatic tired rollers are necessary due to the unevenness of most roadway surfaces. On spot seal coat/chip seal work, rolling is accomplished with truck tires and pull type steel wheel rollers.

6. The following construction procedures are ideal and should be followed as closely as possible on major seal coat/chip seal jobs especially on bridge floors, high type pavements and where traffic volumes are heavy. The preparation of all surfaces to be seal coat/chip sealed is of utmost importance especially on bridge floors. Surfaces should be clean and free of loose aggregate. All necessary patching, removal of corrugations, etc. is to be accomplished prior to sealing. Old seal coat/chip seals or patches which may cause bleeding or failure on the new seal coat/chip seal cost should be removed. On shoulder work any necessary wedging and edge joint pouring should be done prior to sealing.

7. The recommended spray temperature of the asphalt is to be maintained by reheating if necessary to provide for a uniform application. This is more critical with penetration asphalt than with cut-backs. The standard specifications should be consulted for the correct spraying temperatures. The asphalt application should be so that it may be covered with aggregate immediately. This is also more critical with penetration asphalt. With self-propelled spreaders, it is usually easy to accomplish. With other spreaders, the amount of asphalt applied should be controlled to that which can be covered immediately. This applies to spot seal coat/chip sealing as well as continuous seal coat/chip seals. Building paper is to be used at transverse joints to prevent unsightly and bumpy joints. Care should also be exercised by distributor operators to prevent overlapping at the longitudinal joints. The design of the spray bar allows for overlap at the longitudinal joint.

8. Dry aggregate will provide best results under all conditions except when an emulsion asphalt is used but is not always possible. A slight amount of moisture on a dry, warm day will usually not cause any trouble. On bridge floors or high type pavement where traffic volumes are heavy, it may be practical to dry the material prior to application. Drying aggregate on a mixing board has proved to be practical in some areas. The cover aggregate is to be spread uniformly and as close to the design quantity as possible. Insufficient cover will lead to bleeding while excess aggregate will have a tendency to pull embedded aggregate loose under traffic conditions. A self-propelled spreader will provide best results. If a wheeled box type spreader is used the supply trucks should be operated by drivers who are proficient on this operation.

9. Any brooming with a pull broom after the embedded aggregate is set must be supervised closely and confined to the cooler hours of the day. Only enough pressure should be applied to remove excess aggregate. Any objectionable, loose aggregate which develops after the section is opened to traffic should be broomed off to prevent damage to vehicles. Any excess aggregate left along the edge of bridge floors is to be removed as soon as possible.

10. Rolling should begin immediately after the cover aggregate is applied. Rolling with a steel wheel roller is to be confined to one pass. At least two complete passes with pneumatic tired roller should be accomplished prior to opening to traffic. The recommended sequence of rolling is two complete passes with the pneumatic tired roller and then one complete pass with a steel wheel roller. On spot seal coat/chip sealing, rolling is done with a steel wheel roller and truck tires.

===409.4.2 Traffic Control Considerations===
Proper traffic control is of utmost importance in obtaining good results on any seal coat/chip seal work and cannot be stressed too strongly. The degree of controls is dependent to some extent on the type and grade of asphalt, weather conditions, traffic density and traffic speed. After rolling is completed traffic will not normally damage a seal coat/chip seal if restricted to low speeds. The controls listed below are considered a minimum and must be followed as closely as possible.

1. Signing and traffic control devices are to be in accordance with the [[616.23 Traffic Control for Field Operations|Traffic Control for Field Operations]], and are to be in place as long as any hazards, such as loose aggregate on the traveled surface exists. On extremely heavy traffic sections, it may be necessary to request some assistance from the State Highway Patrol during peak hours of traffic. Adequate warning signs and flagging must be provided on any section where lanes are barricaded overnight.

2. On continuous seal coat/chip seals, no traffic is to be allowed on the seal until rolling is completed; then traffic is to be controlled by pilot vehicle at a maximum speed of 20 miles per hour for at least two hours before being opened fully to traffic. On sections with less than 250 AADT, this control by pilot vehicle may be reduced to one hour. On multi-lane pavements, where traffic is normally very high, it is recommended that no traffic be allowed on the seal coat/chip seal for a period of 4 to 8 hours or possibly overnight and then allowed to pass at 20 miles per hour for one hour before full opening. This control at restricted speeds will not only ensure a better seal coat/chip seal coat job but will also reduce the hazards to traffic from loose aggregate. On shorter sections of continuous seal coat/chip seal coats, such as on bridge floors, where a pilot vehicle would not be feasible, the traffic is to be restricted to the 20 miles per hour by flagging and it will probably be necessary to stop traffic from both directions to hold their speed to 20 miles per hour.

3. Traffic control on spot seal work is usually not as critical as on continuous seal, but the proper flagging and signing to assure safety and to minimize the whipping off of aggregate by traffic must be used.

===409.4.3 Chip Seal Failures===
It would be extremely misleading to give the impression that all seal coat/chip seal jobs are successful even though proper materials are used. Failures do occur and the important thing is to know why they occur and how to prevent them.

1. Streaking results when alternate longitudinal strips of the seal coat/chip seal contain different quantities of asphalt binder. This is due to lack of uniformity of application. Some of the more common causes of streaking are mechanical faults, improper spray bar adjustment, and careless operation of distributors. Another frequent cause is applying the asphalt at a temperature so low that it is not fluid enough to fan out properly from the nozzles on the spray bars. Streaking can generally be avoided by using a clean and properly adjusted distributor and applying the asphalt at the correct temperature. Careful spray bar adjustment is important to prevent streaking when high viscosity materials are used.

2. The use of too much asphalt in seal coat/chip seal work is a common fault as well as a serious one because of the safety hazard it presents. Excess asphalt works upward onto the pavement surface and is the origin of the black and sticky surface condition referred to as flushing, bleeding, fattening up, etc., which becomes slippery to traffic in wet weather. It should be pointed out that a black appearance can also be caused by insufficient cover aggregate or may in part, be due to loss of a portion of cover aggregate.

3. The application of insufficient asphalt binder leads to loss of cover aggregate because not enough binder has been applied to cement the aggregate particles into place. Generally, the use of too little asphalt occurs less frequently than the application of too much. This emphasizes the need for very careful attention to proper application quantities.

4. The major causes for loss of cover aggregate are insufficient asphalt, dirty or dust covered aggregate, or permitting fast traffic on the road before the seal coat/chip seal has cured. If there is a long delay between spraying the asphalt binder and spreading the cover aggregate, even during warm weather, the asphalt may become so cooled or hardened that good adhesion between the two is seriously impaired. This is especially true when cutback asphalts and asphalt cements are used for the binder. Field studies show that non-uniform asphalt application occurs most frequently during cool weather. The asphalt temperature drops to that of the pavement within approximately two minutes. For this reason weather and temperature limitations should be observed.

5. The strength of a road section is analogous to the strength of a chain and its weakest link. Obviously, any seal coat/chip seal will fail if the supporting road structure cannot bear the traffic. Although a seal coat/chip seal must be tough and durable along with its other desirable characteristics, it is not generally considered a load bearing factor in the overall design. The subbase, base and surface courses are designed for this purpose. Seal coat/chip seals are not feasible for a road which has a soft or poor base or uneven surface. Also roadway surfaces which will require excessive spot sealing, patching or wedging should not be considered for seal coat/chip seals as these conditions will penetrate the seal coat/chip seal and cause bleeding and tracking of asphalt and possibly failure. Leveling courses or mats should be considered for surfaces such as the above. When a level, stable surface has been obtained a seal coat/chip seal may then be considered.

===409.4.4 Maintenance Seal Coat/Chip Seal Design===
Refer to [[Media:409 Minnesota Seal Coat Design.pdf|Chapter 4 of the Minnesota Seal Coat/Chip Seal Design Procedure]] regarding the proper procedures for designing a chip seal for a specific roadway application.

==409.5 Maintenance Planning Guide==
'''Printable''' [[media:R31C - Chip Sealing - Course Aggregate.pdf|'''Maintenance Planning Guide for Chip Sealing''']].

Index of all [[:Category:170 Maintenance Activity Planning Guidelines#Index of Printable Planning Guides|Maintenance Planning Guidelines]].

File:409 FY2020 Contract Seal Coat Guidelines a.docx

2019-04-16T18:50:53Z

Oligst1:

File:409 FY2020 Contract Seal Coat Guidelines.pdf

2019-04-16T18:48:54Z

Oligst1:

Category:409 Seal Coat

2019-04-16T18:43:11Z

Oligst1:

[[image:409 Distributor Sealing Operation.jpg|right|400px|thumb|<center>'''Distributor sealing operation'''</center>]]
Seal Coating or chip sealing is the application of a bituminous binder immediately followed by the application of an aggregate cover. The aggregate is then rolled to embed it into the binder. The desired functions of a seal coat/chip seal are:
:1. Seal the road surface against the entrance of moisture and air.
:2. Provide a new skid resistance wearing surface.
:3. Rejuvenate or enliven a dry or weathered surface against abrasion and disintegration.
:4. Reinforce and help restore design surface.
:5. Provide a demarcation in texture between the road surface and the shoulders for traffic guidance.
:6. Cover ragged patches and other discrepancies.
<div id="Seal coats/chip seals"></div>
Seal coats/chip seals cannot be used to correct the pavement profile or correct a rough ride. When selecting a roadway for chip sealing, the existing pavement should exhibit a good cross section and a good base, and have a good ride quality. Working cracks should be sealed, and non-working cracks ≥ 3/8 in. wide should be filled prior to the placement of the chip seal (For more information on working and nonworking cracks see [[413.5 Crack Treatment in Bituminous Pavements|Crack Treatment in Bituminous Pavements]]).

{|border="4" align="center" style="margin-right:30px" style="margin-left:30px"
|-
|style="background:#BEBEBE" align="center" colspan="2"|'''[[media:409 FY2020 Contract Seal Coat Guidelines a.docx|Contract Seal Coat Guidelines]]'''
|-
|style="background:#BEBEBE" align="center"|'''[[media:409 FY 2019 Seal Coat Contractor.pdf|Contractor pdf files]]'''||style="background:#BEBEBE" align="center"|'''[[media:409 FY 2019 Seal Coat MoDOT.pdf|MoDOT pdf files]]'''
|-
|style="background:#BEBEBE" align="center" colspan="2"| '''[http://spexternalsignin/sites/de/JSP/SEAL_COAT_JSPs.doc Job Special Provisions]'''
|-
|style="background:#BEBEBE" align="center" colspan="2"|''' Contract Seal Coat dgn seed files are available in ProjectWise.
|-
|style="background:#BEBEBE" align="center" colspan="2" width="600"|''' Contact Bidding and Contract Services, Patrick Hake, for additional guidance. '''
|}

{|style="padding: 0.3em; margin-left:10px; margin-right:200px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="240px" align="right"
|-
|'''AC Price Index Adjustments'''
|-
|[[media:403 Guidance for Asphalt Cement Price Index Adjustments May 2018.docx|Guidance for Asphalt Cement Price Index Adjustments]]
|}

==409.1 Design==
In contracts using [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=7 Standard Specification Section 409], the type of bituminous material and grade of liquid asphalt is selected by the contractor. Differing aggregate qualities are available and specified according to the roadway traffic, as shown in the tables below:

<center>
{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|-
!style="background:#BEBEBE" colspan="2"|Two Way Traffic
|-
!width="200"|Seal Coat Grade!!width="250"|ADT
|-
|align="center"| C||align="center"|< 750 and any shoulders
|-
|align="center"|B1 & B2||align="center"|< 1,700
|-
|align="center"|A1||align="center"|< 3,500
|-
|align="center"|A2||align="center"|< 8,500
|}

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|-
!style="background:#BEBEBE" colspan="2"|Divided Highways
|-
!width="200"|Seal Coat Grade!!width="100"|ADT
|-
|align="center"|B1 & B2||align="center"|< 3,500
|-
|align="center"|A1||align="center"|< 14,000
|-
|align="center"|A2||align="center"|< 17,000
|}

</center>

Grades A1 and B1 are coarse (3/8”) aggregate seals and should be used on pavement surfaces with minor distresses.

Grades A2 and B2 are fine (1/4”) aggregate seals and should be used on pavement surfaces with little to no distresses.

To improve the perception of the driving public, Sec 409 requires the finished seal coat to have a dark appearance. See [[751.1 Preliminary Design#751.1.3.6 Asphalt Wearing Surface|EPG 751.1.3.6 Asphalt Wearing Surface]] for guidelines on aggregate grade selection for bridges.

A seal coat placed on a porous surface such as an aggregate base should receive a [[:Category:408 Prime Coat|prime coat]].

==409.2 Construction Inspection for Sec 409==
===409.2.1 Description (Sec 409.1)===
Seal coats, also known as chip seals, are used to lengthen the service life of an existing pavement by waterproofing it and improving its surface texture.

===409.2.2 Material (Sec 409.2)===
See also [[:Category:1003 Aggregate for Seal Coats|1003 Aggregate for Seal Coats]] and [[:Category:1015 Bituminous Material|EPG 1015 Bituminous Material]].

===409.2.3 Job Mix Formula (Sec 409.3)===
Proper design of a seal coat consists of determining the proper rate of application for the
bituminous material and cover aggregate. The mix design procedure will be in accordance with
[[#409.2 Materials Inspection for Sec 409|Materials Inspection]].

===409.2.4 Equipment (Sec 409.4)===
See [[460.4 Paving Equipment|Distributor]] in Paving Equipment. A rotary power broom or vacuum sweeper will be used to remove excess loose aggregate. Pneumatic tire rollers will be used to embed the cover aggregate. The contact pressure of the tires shall be at least 80 psi. In order to achieve the required contact pressure, the contractor may need to adjust the inflation pressure of the tires.

===409.2.5 Construction Requirements (Sec 409.5)===

'''Weather Limitations''' (Sec 409.5.2)

See [[460.6 Paving Operations#460.6.3 Weather Conditions|Weather Conditions]] in Paving Operations.

'''Application of Bituminous Material''' (Sec 409.5.4)

See [[460.4 Paving Equipment|Distributor]] in Paving Equipment. Excess binder works upward to the surface of the pavement and creates a black, sticky surface condition (i.e., flushing, bleeding, etc.). In wet weather, the surface may become slippery. A black appearance in the surface can also be the result of insufficient cover aggregate or a loss of cover aggregate.

Applying too little binder to the surface leads to a loss of cover aggregate because insufficient binder is present to hold the aggregate in place. Generally, the use of too little binder occurs less frequently than the use of too much.

'''Application of Cover Aggregate''' (Sec 409.5.5)

Cover aggregate is applied with a self-propelled spreader. Aggregate spreading should progress rapidly as a continuous operation. Stopping and starting of the distributor and/or aggregate spreader should be held to a minimum. The operation shall proceed in such a manner that the binder will not be permitted to cool, set up, dry or otherwise impair retention of the cover aggregate. To achieve this, the maximum time interval between applying the binder and spreading the cover aggregate should be limited to 30 seconds.

Any deficiencies in application of cover aggregate resulting in uncovered areas or nonuniform application of aggregate should be immediately corrected behind the spreading equipment. Any excess aggregate should be removed immediately to avoid damage to the seal coat and possible build up of materials, which could adversely affect the ride quality. Pull brooms or drags should not be used to distribute cover aggregate until embedded aggregate is set. If dust is a nuisance or impairs visibility, the contractor will be required to pre-coat the aggregate.

The rolling operation should immediately follow spreading to embed the aggregate while the binder is still soft and tacky. Pneumatic tired rollers must be operated slow enough to prevent the tires from displacing or picking up aggregate. All rolling must be completed the same day that the binder and aggregate have been applied. After material has cured, the surface should be thoroughly swept.

The major causes of loss of cover aggregate are insufficient binder, dirty or dust covered aggregate, or opening the roadway to traffic before the seal coat has cured. If there is a long delay between the application of the binder and the cover aggregate, even during warm weather, the binder may cool and harden and good adhesion is seriously impaired.

:Sec 409.5.5.1 If required by the contract, a seal coat may be applied to a bridge deck before a new hot-mix asphalt (HMA) surface is placed using the following guidelines. If an emulsion is used in the seal coat, the HMA surface may be placed in the same day. However, the haul trucks must not be allowed to make turning movements on the fresh seal coat application so that displacement of the cover aggregate does not occur. If a cutback is used, the seal coat must be allowed to cure for a minimum of seven days. Otherwise, the diesel in the cutback will soften the asphalt binder in the HMA overlay.

===409.2.6 Traffic Control (Sec 409.6)===
See [[460.6 Paving Operations|Traffic Control]] in Paving Operations. Otherwise, the diesel used
in the production of the cutback will degrade the binder in the subsequently placed HMA overlay.

===409.2.7 Basis of Acceptance (Sec 409.7)===
The criteria outlined in Standard Specification Section 409.7 must be met prior to acceptance
of the project. The following items are suggestions for an acceptable project:

:(1) Route trucks onto the project in such a manner that they will not have to turn on the newly spread aggregate.
:(2) Keep the distributor and the aggregate spreader within approximately 30 seconds of each another (220 ft. at 5 mph).
:(3) Construct transverse joints with building paper that is held securely in place.
:(4) Construct longitudinal joints with a slight overlap so that a gap between the applications is avoided. The joint should be located near the lane line.
:(5) Operate the distributor at a slow enough speed to ensure uniform spread and to reduced the elapsed time between the application of binder and aggregate.
:(6) Use a shield on the outside end of the spray bar on the first of two adjacent spreads, and on both ends on the final passes, to prevent tapering of binder spread where aggregate will not adhere.
:(7) Operate the distributor and the aggregate spreader at approximately equal speeds with a minimum distance between them.
:(8) If necessary, patching, brooming, and/or salvaging should be performed immediately behind the aggregate spreader.
:(9) On superelevated sections, the length of the binder application may need to be reduced in order to minimize the transverse flow of the binder before the application of cover the aggregate.

==409.3 Materials Inspection for Sec 409==

===409.3.1 Procedure===

====409.3.1.1 Mix Design Procedure====

In order for a seal coat mix design to be approved, the contractor’s proposed job mix formula (JMF) shall be submitted as required in [[#409.2.3 Report|Report]]. Trial mix samples will not be required unless requested by the Field Office. If requested, trial mix samples, along with samples of asphalt binder, must be obtained and submitted to the Central Laboratory in accordance with [[:Category:1001 General Requirements for Material|EPG 1001 General Requirements for Material]]. When possible, the JMF and correspondence should be transmitted electronically. The Materials Field Office e-mail address is "mfo".

====409.3.1.2 District Procedure====

When a proposed mix design has been received by the District, as required by the Standard Specifications, the District shall check the calculations thoroughly and ensure that the materials listed and sieve analyses shown are correct and that the proposed mixture components and proportions comply with Specifications. It may be necessary for the District to advise the contractor to make changes in the proposed mixture in order to fully comply with Department policies. When the District is satisfied that a proposed mixture is acceptable, a copy of the formula and the contractor's letter shall be submitted to the Materials Field Office, accompanied by a letter of transmittal with comments, any corrections made and recommendations. The letter shall contain the following information:
:Project information – Job Number, Route, County, Contract Number.
:Grade and Source of Asphalt Binder
:Letting Date
:Proposed Work – Type of Seal Coat, Job Location and Length
:Annual Average Daily Traffic (AADT)
:Mix Use – Mainline, Shoulders, etc.
:Quantity of Mix

Included in the letter should be information regarding the approximate date on which the contractor intends to begin placing the mixture on the roadway.

====409.3.1.3 Field Office Procedure====

The Materials Field Office is charged with the responsibility for processing the mix design. General procedures for processing a seal coat mix design are as follows:

:a. A letter from a District requesting a mix with a copy of the contractor's formula and letter attached is received.

:b. Contract specifications for the project are checked for necessary items.

:c. Grade of asphalt as well as the refinery to be used and percent asphalt recommended are reviewed.

:d. Gradation of the aggregate is checked for specification compliance and compared with the gradation determined by the Laboratory.

:e. All calculations on the proposed job mix are checked.

===409.3.2 Report===
A letter of transmittal will accompany the approved mixture to the District Construction and Materials Engineer with distribution as follows:

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|-
!style="background:#BEBEBE"|Title||style="background:#BEBEBE"|Copy of Transmittal Letter and Approved Mix
|-
| District Construction and Materials Engineer || 1
|-
|Project Operations Clerk|| 1
|-
|Resident Engineer|| 1
|-
|Field Office File|| 1
|}

The letter of transmittal and the approved mixture will be sent by electronic mail to the individuals listed above.

A copy of the approved formula accompanied by a letter of transmittal from the District Construction and Materials Engineer is to be forwarded to the contractor.

==409.4 Maintenance Seal Coat/Chip Seals==
{|style="padding: 0.3em; margin-left:7px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="195px" align="right"
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|[http://www.youtube.com/watch?feature=player_embedded&v=tr2YgzTXwQo '''Chip Seal Safety Video''']
|}
Seal coats/chip seals have traditionally been used on lower volume roads because of vehicle windshield damage caused by the loose aggregate that remained on the roadway surface. However, with improvements of the bituminous binder, proper design and construction procedures the loose aggregate can be minimized. The small details are very important with the application of a chip seal. Chip seals should be restricted to 2-lane, 2-way roads with less than 3,500 vehicles per day, and 2-lane, one-way roads with less than 14,000 vehicles per day (7,000 vpd 1-way).

Maintenance seal coat/chip sealing shall not be done on asphaltic concrete pavements unless approved by the Maintenance Division or unless the asphaltic concrete section has been downgraded to a service road, supplementary road, etc., carrying low volumes of traffic. If leveling of the surface or increased stability is needed, consideration should be given to the placement of a leveling course or mat. Continuous seal coat/chip seals are recommended only for level, even, and stable surfaces, preferably with an appreciable base, as a seal coat/chip seal in itself is not intended to increase the strength of the roadway. All seal coat/chip sealing should be done when weather and surface conditions are right and this definitely applies to continuous seal coat/chip seals and seal coat/chip seals on bridges. The roadway surface should be dry, humidity low, and it should not be done when precipitation is imminent. Temperatures should be warm but not extremely hot.

Seal coat/chip seals require proper design, adequate supervision and inspection to obtain good results.

===409.4.1 Seal Coat/Chip Seal Considerations===
The type and grade of asphalt, specification of cover aggregate and the rate of application of the asphalt and aggregate should be carefully determined. The condition of the surface to be treated and the type and specific weight of the aggregate should also be considered during the design of the seal coat.

Adjustments should be made in the field if necessary to obtain proper results. Recommendations as to equipment, materials, construction procedures and traffic control for continuous seal coat/chip seals are as follows: Also listed are some types of failures and their causes.

1. Normally CRS-2 emulsified asphalt or penetration asphalt is used. Rates of application of the asphalt may vary from .20 to .40 gallon per square yard dependent on the condition of the surface to be treated, the type and grade of asphalt and the specification of the cover aggregate, 0.3 gallon per square yard is the normal rate. The rate for the asphalt should be so that the aggregate is embedded approximately 70% in the cured asphalt.

2. Bituminous distributors used for seal coat/chip seal coat work should be operating properly and should be equipped with the necessary controls to ensure proper application of the asphalt. Pull type distributors are not to be used for major or continuous seal coat/chip seal work. The application rate for a bituminous distributor with a positive displacement pump is a function of the spray bar length in feet, the pump discharge in gallons per minute, and the distributor speed in feet per minute. The normal spray bar "factor or pump discharge is 10 to 15 gallons per spray bar foot of length for 1/8 in. nozzles spaced 4 in. apart. Center to center spacing on the spray bar is now almost universally 4 in. apart although some older models still have a 6 in. spacing of nozzles. For distributors equipped with different size nozzles spacing consult the manufacturers recommendations. Spray bar nozzles are to be clean and adjusted so that the solid fan patterns do not interfere with or distort each other. Normally each slit opening of the nozzle is adjusted to a 15 to 30 degree angle with the spray bar centerline. A 30 degree setting will allow passage of air currents without undue distortion to the fan pattern.

3. The spray bar height setting is especially important for several reasons. It should be set at a minimum height to reduce blotches and voids caused by air turbulence. All distributors with four inch nozzle spacing must be set at a height which provides an exact triple coverage and all distributors with six inch nozzle spacing must be set for a height which provides an exact double coverage fan pattern. If the spray bar height is set higher than that needed to obtain the double or triple coverage, voids or ridges will result. The proper spray bar height for triple coverage can visually be checked before use by using the asphalt material specified at normal spray temperature and pressure by closing the second and third, fifth and sixth, eighth and ninth, etc., nozzles of the center section only of the spray bar, and adjusting the bar height until perfect single coverage is obtained. Double lap coverage involves the same procedure as above except every other nozzle is left open. If the distributor has already been checked for double lap coverage, increasing the spray height 50% will give triple coverage. These tests should be run on a clean, damp, dust free surface for good observation. The rear springs of the distributor are to be chained down to the rear axle under full load to prevent a change in spray bar height as the load is emptied.

4. The cover aggregate shall meet Standard Specifications for seal coat/chip seal coat aggregate. Expanded shale, Iron Mountain chat or similar hard angular aggregate may be used on medium and heavy traffic asphaltic concrete surfaces. The rate of application of cover aggregate will depend on the specific roadway application. The amount of material may vary between 25 to 30 pounds per square yard and the specific weights of the material used for cover should be considered in determining this rate and also the type and grade of asphalt used. There are certain aggregates that are so ionized that they will not adhere to the asphalt District Materials personnel should be consulted regarding the aggregate and the asphalt that is to be used. The aggregate should be as free of moisture as possible, but normally this cannot be accomplished without excessive costs and usually the moisture present will not affect the adhesion.

5. The cover aggregate is to be applied with an approved mechanical spreader, at an even rate. Mechanical spreader types are wheeled box type spreaders and self-propelled spreaders. The wheeled box type and self-propelled spreader require special truck hitches. The self-propelled spreader provides for very close control over the application rate of the aggregate and also has a sloped screen attachment that allows the larger aggregate to be deposited on the fresh film of asphalt first. Operators of spreaders and supply trucks must be familiar with and efficient in the operation of their units prior to the start of operations. Self-propelled 5 to 8 ton steel wheel rollers and pneumatic tired rollers are used for rolling on continuous seal coat/chip seals. Light rollers are used since only one layer of aggregate is involved and heavier rollers will crush softer aggregates. Pneumatic tired rollers are necessary due to the unevenness of most roadway surfaces. On spot seal coat/chip seal work, rolling is accomplished with truck tires and pull type steel wheel rollers.

6. The following construction procedures are ideal and should be followed as closely as possible on major seal coat/chip seal jobs especially on bridge floors, high type pavements and where traffic volumes are heavy. The preparation of all surfaces to be seal coat/chip sealed is of utmost importance especially on bridge floors. Surfaces should be clean and free of loose aggregate. All necessary patching, removal of corrugations, etc. is to be accomplished prior to sealing. Old seal coat/chip seals or patches which may cause bleeding or failure on the new seal coat/chip seal cost should be removed. On shoulder work any necessary wedging and edge joint pouring should be done prior to sealing.

7. The recommended spray temperature of the asphalt is to be maintained by reheating if necessary to provide for a uniform application. This is more critical with penetration asphalt than with cut-backs. The standard specifications should be consulted for the correct spraying temperatures. The asphalt application should be so that it may be covered with aggregate immediately. This is also more critical with penetration asphalt. With self-propelled spreaders, it is usually easy to accomplish. With other spreaders, the amount of asphalt applied should be controlled to that which can be covered immediately. This applies to spot seal coat/chip sealing as well as continuous seal coat/chip seals. Building paper is to be used at transverse joints to prevent unsightly and bumpy joints. Care should also be exercised by distributor operators to prevent overlapping at the longitudinal joints. The design of the spray bar allows for overlap at the longitudinal joint.

8. Dry aggregate will provide best results under all conditions except when an emulsion asphalt is used but is not always possible. A slight amount of moisture on a dry, warm day will usually not cause any trouble. On bridge floors or high type pavement where traffic volumes are heavy, it may be practical to dry the material prior to application. Drying aggregate on a mixing board has proved to be practical in some areas. The cover aggregate is to be spread uniformly and as close to the design quantity as possible. Insufficient cover will lead to bleeding while excess aggregate will have a tendency to pull embedded aggregate loose under traffic conditions. A self-propelled spreader will provide best results. If a wheeled box type spreader is used the supply trucks should be operated by drivers who are proficient on this operation.

9. Any brooming with a pull broom after the embedded aggregate is set must be supervised closely and confined to the cooler hours of the day. Only enough pressure should be applied to remove excess aggregate. Any objectionable, loose aggregate which develops after the section is opened to traffic should be broomed off to prevent damage to vehicles. Any excess aggregate left along the edge of bridge floors is to be removed as soon as possible.

10. Rolling should begin immediately after the cover aggregate is applied. Rolling with a steel wheel roller is to be confined to one pass. At least two complete passes with pneumatic tired roller should be accomplished prior to opening to traffic. The recommended sequence of rolling is two complete passes with the pneumatic tired roller and then one complete pass with a steel wheel roller. On spot seal coat/chip sealing, rolling is done with a steel wheel roller and truck tires.

===409.4.2 Traffic Control Considerations===
Proper traffic control is of utmost importance in obtaining good results on any seal coat/chip seal work and cannot be stressed too strongly. The degree of controls is dependent to some extent on the type and grade of asphalt, weather conditions, traffic density and traffic speed. After rolling is completed traffic will not normally damage a seal coat/chip seal if restricted to low speeds. The controls listed below are considered a minimum and must be followed as closely as possible.

1. Signing and traffic control devices are to be in accordance with the [[616.23 Traffic Control for Field Operations|Traffic Control for Field Operations]], and are to be in place as long as any hazards, such as loose aggregate on the traveled surface exists. On extremely heavy traffic sections, it may be necessary to request some assistance from the State Highway Patrol during peak hours of traffic. Adequate warning signs and flagging must be provided on any section where lanes are barricaded overnight.

2. On continuous seal coat/chip seals, no traffic is to be allowed on the seal until rolling is completed; then traffic is to be controlled by pilot vehicle at a maximum speed of 20 miles per hour for at least two hours before being opened fully to traffic. On sections with less than 250 AADT, this control by pilot vehicle may be reduced to one hour. On multi-lane pavements, where traffic is normally very high, it is recommended that no traffic be allowed on the seal coat/chip seal for a period of 4 to 8 hours or possibly overnight and then allowed to pass at 20 miles per hour for one hour before full opening. This control at restricted speeds will not only ensure a better seal coat/chip seal coat job but will also reduce the hazards to traffic from loose aggregate. On shorter sections of continuous seal coat/chip seal coats, such as on bridge floors, where a pilot vehicle would not be feasible, the traffic is to be restricted to the 20 miles per hour by flagging and it will probably be necessary to stop traffic from both directions to hold their speed to 20 miles per hour.

3. Traffic control on spot seal work is usually not as critical as on continuous seal, but the proper flagging and signing to assure safety and to minimize the whipping off of aggregate by traffic must be used.

===409.4.3 Chip Seal Failures===
It would be extremely misleading to give the impression that all seal coat/chip seal jobs are successful even though proper materials are used. Failures do occur and the important thing is to know why they occur and how to prevent them.

1. Streaking results when alternate longitudinal strips of the seal coat/chip seal contain different quantities of asphalt binder. This is due to lack of uniformity of application. Some of the more common causes of streaking are mechanical faults, improper spray bar adjustment, and careless operation of distributors. Another frequent cause is applying the asphalt at a temperature so low that it is not fluid enough to fan out properly from the nozzles on the spray bars. Streaking can generally be avoided by using a clean and properly adjusted distributor and applying the asphalt at the correct temperature. Careful spray bar adjustment is important to prevent streaking when high viscosity materials are used.

2. The use of too much asphalt in seal coat/chip seal work is a common fault as well as a serious one because of the safety hazard it presents. Excess asphalt works upward onto the pavement surface and is the origin of the black and sticky surface condition referred to as flushing, bleeding, fattening up, etc., which becomes slippery to traffic in wet weather. It should be pointed out that a black appearance can also be caused by insufficient cover aggregate or may in part, be due to loss of a portion of cover aggregate.

3. The application of insufficient asphalt binder leads to loss of cover aggregate because not enough binder has been applied to cement the aggregate particles into place. Generally, the use of too little asphalt occurs less frequently than the application of too much. This emphasizes the need for very careful attention to proper application quantities.

4. The major causes for loss of cover aggregate are insufficient asphalt, dirty or dust covered aggregate, or permitting fast traffic on the road before the seal coat/chip seal has cured. If there is a long delay between spraying the asphalt binder and spreading the cover aggregate, even during warm weather, the asphalt may become so cooled or hardened that good adhesion between the two is seriously impaired. This is especially true when cutback asphalts and asphalt cements are used for the binder. Field studies show that non-uniform asphalt application occurs most frequently during cool weather. The asphalt temperature drops to that of the pavement within approximately two minutes. For this reason weather and temperature limitations should be observed.

5. The strength of a road section is analogous to the strength of a chain and its weakest link. Obviously, any seal coat/chip seal will fail if the supporting road structure cannot bear the traffic. Although a seal coat/chip seal must be tough and durable along with its other desirable characteristics, it is not generally considered a load bearing factor in the overall design. The subbase, base and surface courses are designed for this purpose. Seal coat/chip seals are not feasible for a road which has a soft or poor base or uneven surface. Also roadway surfaces which will require excessive spot sealing, patching or wedging should not be considered for seal coat/chip seals as these conditions will penetrate the seal coat/chip seal and cause bleeding and tracking of asphalt and possibly failure. Leveling courses or mats should be considered for surfaces such as the above. When a level, stable surface has been obtained a seal coat/chip seal may then be considered.

===409.4.4 Maintenance Seal Coat/Chip Seal Design===
Refer to [[Media:409 Minnesota Seal Coat Design.pdf|Chapter 4 of the Minnesota Seal Coat/Chip Seal Design Procedure]] regarding the proper procedures for designing a chip seal for a specific roadway application.

==409.5 Maintenance Planning Guide==
'''Printable''' [[media:R31C - Chip Sealing - Course Aggregate.pdf|'''Maintenance Planning Guide for Chip Sealing''']].

Index of all [[:Category:170 Maintenance Activity Planning Guidelines#Index of Printable Planning Guides|Maintenance Planning Guidelines]].

147.3 Job Order Contracting (JOC)

2019-01-31T19:41:43Z

Oligst1: Changed file path for JOC_TCP

[[image:148.jpg|right|300px]]
MoDOT uses a procurement process called Job Order Contracting (JOC) for traditional on-call maintenance repair contracts, including asphalt and concrete pavement repair, guardrail and guard cable repair, bridge repair and fence repair. JOC allows MoDOT to award fixed price construction contracts with indefinite delivery and indefinite quantity at individual work locations throughout the project limits. The JOC bid proposals contain a catalog of pre-established fixed unit prices for material, equipment and labor for various items of work to be used for completing each job order. The contractor bids adjustment factors for the expected overhead and profit and any additional business and construction related costs for performing the various types of work identified in the contract. The fixed unit prices in the bid proposal allow the contractor to determine the adjustment factor (profit and overhead) that needs to be bid up front without knowing the quantities, schedules or timing of the work orders. Job Order Contracts are awarded based on the lowest responsive bidder. Overall, Job Order Contracting eliminates the ability for contractors to unbalance the bid.

The JOC bid proposal must specify the maximum program budget to be awarded during a specified contract term. MoDOT is not bound, however, to issue a minimum or maximum number of job orders during the contract term. It is MoDOT’s overall intent though to meet the anticipated budget specified in the contract.

<div id="JOC JSPs"></div>
{|border="4" align="right" style="margin-left:10px"
|-
|style="background:#BEBEBE" align="center" width=260px|'''Job Order Contracting JSPs'''
|-
|style="background:#BEBEBE" align="center" | [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc={54AE470D-CA8E-46CF-B016-6E3C5AC0DF89}&file=JOC_GUARDRAIL_2019.docx&action=default Guardrail]
|-
|style="background:#BEBEBE" align="center" | [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc={5F8EAD3B-B8EA-45E6-83F9-CF13D0CAC5AF}&file=JOC_GUARD_CABLE_2019.doc&action=default Guard Cable]
|-
|style="background:#BEBEBE" align="center" | [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc={D75F3353-A125-418A-8372-9B3236E7958A}&file=JOC_FENCE_2019.doc&action=default Fence]
|-
|style="background:#BEBEBE" align="center" | [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc={9C3CA34F-42C0-4B03-9566-CDCF1F430345}&file=JOC_CONCRETE_2019.doc&action=default Concrete Pavement Repair]
|-
|style="background:#BEBEBE" align="center" | [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc={400C2C53-4E6E-4FC4-A3A0-95F4C9EB9252}&file=JOC_BRIDGE_2019.doc&action=default Bridge]
|-
|style="background:#BEBEBE" align="center" | [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc={542E611E-98AD-42D4-8742-FC3D69D1CB88}&file=JOC_ASPHALT_2019.doc&action=default Asphalt Pavement Repair]
|-
| style="background:#BEBEBE" align="center" width=260px|Contact [http://sharepoint/sites/de/Bid/default.aspx Bidding and Contract], for additional guidance.
|}

==147.3.1 Fixed Unit Price List ==

A fixed unit price list containing unit prices for the various items of work for each job order is included in the JOC bid proposal. Fixed unit prices are for complete and in-place construction, including all labor, equipment and material required to complete the construction task. All labor, material, equipment and work required by a specification shall be considered part of the fixed unit price, unless otherwise stated elsewhere in the contract.

==147.3.2 Adjustment Factors==

The contractor will bid three different Adjustment Factors:
*Normal Work Adjustment Factor - work conducted from 6:00 a.m. to 7:30 p.m. Monday through Friday
*Nighttime Work Adjustment Factor - work conducted from 7:30 p.m. to 6:00 a.m. Monday through Thursday
*Weekend Work Adjustment Factor - work conducted from 7:30 p.m. on Friday through 6:00 a.m. on Monday, night or day, or a holiday
Adjustment factors include business and construction related costs as defined below. It is the responsibility of the contractor to verify the fixed unit prices provided in the contract and to modify their bid for the adjustment factors accordingly.

'''Business Costs.''' Business related costs consist of profit, overhead costs, subcontractor profit and overhead, taxes, finance costs, and other costs including but not limited to;

:a. insurance, bonds and indemnification
:b. project meetings, training, management and supervision
:c. project office staff and equipment
:d. employee or subcontractor wage rates that exceed prevailing wages
:e. fringe benefits, payroll taxes, worker’s compensation, insurance costs and any other payment mandated by law in connection with labor that exceeds the labor rate allowances.
:f. business risks such as the risk of low than expected volumes of work, smaller than anticipated job orders, poor subcontractor performance, and inflation or material cost fluctuations.

'''Construction Costs.''' Construction related costs include but are not limited to;

:a. personnel safety equipment
:b. security requirements
:c. excess material waste
:d. daily and final clean-up
:e. costs resulting from inadequate supply of materials, fuel, electricity, or skilled labor
:f. costs resulting from productivity loss
:g. working in extreme and adverse weather conditions
:h. any other discreet items of work required to complete a particular job order.

'''General Costs.''' The above lists are not exhaustive and are intended to provide general examples of cost items to be included in the contractor’s Adjustment Factors as defined in the contract.

==147.3.3 JOC Development: Job Special Provisions and Plan Sheets==

MoDOT Bidding and Contract Services (BCS) conducts an annual internal MoDOT meeting to discuss lessons learned from previous year’s on-call contracts. Design staff incorporates changes into the next years contracts, and updates the [[#JOC JSPs|job special provision (JSP) templates]] for distribution to the districts.

The BCS section also updates the fixed costs to reflect the new market value. In the event the costs change significantly, the BCS section coordinates with industry to ensure the fixed costs are satisfactory. The fixed costs in the draft proposals should not be adjusted by the districts, without prior input from the BCS section. It is important to have agreement on the fixed unit price list with industry to eliminate any outliers that could cause contractors to bid risk in the factors.

In addition, no additional items of work should be added without first coordinating with the BCS section. Our experience to date has shown that adding specialty items of work may discourage contractors from bidding on a typical maintenance contract because the specialty work has to be subcontracted out for additional costs. Many times, specialty items of work or items of work not identified in the list of fixed costs are better managed by negotiating a price with the JOC contractor. Establishment of pricing for any non-fixed cost pay items will be in accordance with [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=4 Sec 109.4.2 or 109.4.3] of the Missouri Standard Specifications for Highway Construction. If no agreement to pricing can be made then the work will proceed with payment for non-fixed cost items under Sec 109.4.4.

The JOC contracts include contractor-furnished Traffic Control Plans (TCP) as on option, but the district may choose to provide the traffic control with MoDOT forces depending on availability.

Example TCP plans for the Job Order Contracts exist as seed files in ProjectWise. These example plans are based on what has been used on past contracts and are for example purposes only. Some of the traffic control scenarios may not apply to all districts so each district should ensure changes to the Traffic Control Plans are also changed in the JSP template. If there are revisions to the JSP template, the district should identify the revisions to the BCS section at the time of Plans, Specifications & Estimate (PS&E) submittal.

The JOC_TCP files are located at pw:\\GHPWAPPWP01.dot.missouri:MoDOT\Documents\CADD_Standards\Seed Files\Design - English\Job Order Contracting\.

All district ProjectWise users will have read-only access to the files.

The following is the process for obtaining a clean copy of all the files at one time:

:* Select all of the files, right-click and select '''Copy'''.

[[image:148.3.jpg|center|770px]]

:* Then right-click in the job directory and select '''Paste'''.

==147.3.4 Issuing Job Orders==

The engineer will collaborate with the contractor when developing an individual job order. At any given time the contractor may be performing more than one job order.

The total cost of an individual job order will be determined by multiplying the fixed unit prices of each fixed cost pay item by the appropriate quantity and then multiplying the total cost of all pay items by the appropriate adjustment factor.

'''Example Job Order'''

<center>
{| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center" width=675px
|+
! style="background:#BEBEBE" width=350px|Item Description!! style="background:#BEBEBE" |Fixed Unit Price !! style="background:#BEBEBE" |Quantity!! style="background:#BEBEBE" |Price
|-
|align="left" width=350px|SP125C (PG70-22) Per Ton (Over 1000 Tons)|| $55.75 ||337.1 tons|| $18,793.33
|-
|align="left" width=350px|SP190C (PG70-22) Per Ton (Over 1000 Tons)|| $53.75 ||770.5 tons|| $41,414.61
|-
|align="left" width=350px|Tack Coat|| $3.40|| 180 gal|| $612.00
|-
|align="left" width=350px|Mobilization – Coldmilling & Resurfacing (Over 1000 Tons)|| $3,200.00||1 each|| $3,200.00
|-
|align="left" width=350px|Milling Per SY (4 In. to 6 In. Thick)|| $2.25|| 3520 sy|| $7,920.00
|-
|colspan="3" align="right"| '''Subtotal:'''|| '''$71,939.94 '''
|-
|align="left" width=350px|Nighttime Work Factor|| 1.200|| - || -
|-
|colspan="3" align="right"| '''Subtotal:'''|| '''$86,327.92 '''
|-
|align="left" width=350px|Accelerated Repair|| $2,500.00|| 1 each|| $2,500.00
|-
|colspan="3" align="right"| '''TOTAL:''' ||'''$88,827.92 '''
|-
|colspan="4" align="left"|'''Note:''' The adjustment factor is not applied to Accelerated Repair because it is a lump sum cost for accelerated mobilization regardless of it being on a weekend or at night.
|}
</center>

==147.3.5 Term Extension of Job Order Contracts==

All JOC contracts include the option for a mutually agreeable one year term extension. The contract may be extended under the original terms and contract prices for a maximum contract term of two (2) years. The district should contact the BCS section by November 1 to evaluate and discuss whether the JOC should be renewed. Is the district satisfied with performance of the contractor? Are the existing bid prices reasonable? Is it the right business decision to renew the contract? If the option for extending the contract is exercised by MoDOT, a change order will be issued to extend the contract to the new term limits.

The following are the guidelines for extending the term of a Job Order Contract for an additional year for a maximum two year term.

:* In order for the contract to be extended, the project must contain the language in the ''Term of Contract'' JSP that allows for a one year extension.

:* If MoDOT desires to renew the contract, the contractor will be given written notification (e-mail is acceptable) of the extension no later than December 1 of the current contract year.

:* The contractor shall provide written notification (e-mail is acceptable) of acceptance or rejection of the extension of the contract no later than January 1 of the current contract year.

:* If the option for extending the contract is exercised by MoDOT, a time adjustment change order will be issued by the RE to extend the contract to the new term limits. The agreed letters or emails from both parties should be on file as supporting documentation to the time adjustment change order. A final quantity change order will be issued after completion of the second term.
<div id="The RE must notify the contractor that the performance contract"></div>

:* The RE must notify the contractor that the performance contract bond shall be increased to an amount equal to the original contract amount plus the extended contract amount (i.e., the original bond amount is generally just doubled). This can be accomplished by issuing a rider to increase the original bond to the new anticipated contract amount, or by issuing a new bond for double the original contract amount (i.e., if the original contract is $2 million, an increase rider should be issued for $2 million or a completely new bond for $4 million). A change order to increase the contract amount is not necessary because the new [[:Category:152 Contactor Bonding Responsibilities|performance bond]] becomes part of the executed contract. The RE should scan the new performance bond and save it to the project file in eProjects. The paper copy of the new embossed performance bond should be submitted to the Division of Construction and Materials for storage with the original contract. The RE should submit an email request to [http://sharepoint/support/cc/Pages/default.aspx Chief Counsel Office (CCO)] for review of the new bond. The email should include the contract ID, the reason for the review (JOC extension), and separate links to the new bond, the original bond and the signed change order for the one-year extension.

:* The district should notify the BCS section and Central Office (CO) Planning Programming staff by January 15 of the intent to extend the contracts and request [http://wwwi/intranet/tp/ CO Transportation Planning] to delete the projects from the future STIP. The following information should be provided:

::a. Current project numbers being extended.
::b. Future project numbers in the STIP that will not be let because of extension.
::c. The source and funding split-out of each project. Indicate if SWIMB (Statewide Interstate and Major Bridge), district-funded or other FFOS.
::d. See below example.

[[image:148.6 email.jpg|center|770px]]

:* JOCs that will not be extended should be closed out in Site Manager at the end of the first year contract term.

:* JOCs that are extended will be closed out in Site Manager at the end of the second year contract term. The district shall close out the contract following the Closing JOC Contracts guidelines below.

District Planning Managers should do the following in SIMS:

:* For contract extensions, add the following message to the SIMS, Detail Screen - Internal District Comment field: ''“Extending Contract through SFY XXXX for a two-year term.” ''

[[image:147.6.jpg|center|820px]]

==147.3.6 Closing JOC Contracts==

:* Any JOCs that will not be extended should be closed out in Site Manager at the end of the first year contract term. Renewed contracts are closed out in Site Manager at the end of the second year contract term.

:* Check the actual cost charges to make sure they are correct and request journal vouchers from Financial Services for corrections.

:* Proceed with final close out in Site Manager.

:* After close out of extended JOC contracts, enter the following standard reason for cost differences greater or less than 10% into SIMS, Project Accountability Reasons - Completed Projects section: ''“The cost estimate deviated from the actual cost due to this being a Job Order Contract that was extended for a maximum two-year term.”''

==147.3.7 Budget Adjustments for JOC Contracts==

The contract budget adjustment will occur after the contract is complete.

:* Interstate JOCs: If the contract is extended and an interstate project, Planning will credit the district with 2 years worth of Statewide Interstate and Major Bridge (SWIMB) funds rather than one year.

:* Non-interstate JOCs: Contact Central Office Planning Programming managers because there may be specific issues regarding funding.

==147.3.8 Deleted JOC Projects==

If a JOC project is deleted, enter the following standard reason into SIMS, Project Accountability Reasons – Reprioritized Projects section: ''“The project was deleted because an existing project was extended for a second year.”''

[[image:148.9.jpg|center|770px]]

==147.3.9 Change Order Approvals==

Job Order Contracts are unique in that they do not include a defined amount of work, but rather they are agreements to perform work on an as-needed basis, not to exceed the Commission-approved budgeted amount. Payment is determined by applying an adjustment factor to fixed unit prices as opposed to standard contracts that have unit bid prices for each pay item. Also, JOCs do not have a total contract amount based on plan quantities, but rather have a one-year budgeted amount that has been approved by the Commission. For contracts that include an optional second-year term, the Commission authorizes the district to expend two times the budgeted amount if the contract is extended to two years. Exceeding the budgeted amount requires approval by the Chief Engineer. Due to the unique nature of JOCs, the change order approval levels will need to be manually set in AASHTOWare and contract administration of change orders shall be as follows:

:* '''Budgeted Amount and Cost Overruns.''' It is important to understand that the Bid Total in the front of the contract is not the budgeted amount. The Bid Total is only used to determine the winning bidder. Reference the CONTRACT AWARD section of the Job Special Provisions to determine the budgeted amount for the first year term of the Job Order Contract. For contracts that are not extended into a second year term, the Resident Engineer is authorized to expend up to that budgeted amount in the first year without issuance of a change order to increase the budgeted amount. If the contract has an optional second year term, and both parties are in agreement to extend the contract into the second year, the RE is authorized to expend two times the budgeted amount over the two-year term without issuance of a change order to increase the budgeted amount. The budgeted amount for the first year can be exceeded in the first year as long as the contract is extended to a second year and you do not exceed 2x the budgeted amount. If there is a need to increase the budgeted amount (one year or two-year), the RE shall issue a Level 4 change order prior to ordering the work, except that emergency repairs such as guardrail and guard cable shall not be delayed due to an unexpected overrun of the budget.

:* '''Non-Fixed Cost Pay Item.''' These are items of work for which a description and fixed cost is not set forth in the pay item list. Payment for non-fixed cost pay items will be determined in accordance with [[http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=4 Sec 109.4.2, 109.4.3, or 109.4.4]. Non-fixed cost pay items will be paid using an Adjustment Factor of 1.000. The approval level for non-fixed cost pay items shall be as indicated in [[:Category:109 Measurement and Payment#109.12 Change Orders (for Sec 109.12)|EPG 109.12 Change Orders]] except that the Budgeted Amount shall not be exceeded without approval from the Chief Engineer.

:* '''Contract Extensions.''' See [[#147.3.5 Term Extension of Job Order Contracts|EPG 147.3.5 Term Extension of Job Order Contracts]] for guidance on extending a JOC to a second year term. Per [[:Category:109 Measurement and Payment#109.12.4 Time Adjustments|EPG 109.12.4]], time adjustment change orders require division level approval, but when a JOC includes a provision that allows a one-year time extension, approval can be made at the district level. File the agreed letters (or emails) from both parties for supporting documentation in eProjects. If a time extension past the second year becomes necessary for any reason, contact the CM division for approval prior to issuance of a change order.

:* '''Final Change Order.''' Upon completion of the Job Order Contract, a final change order should be issued to adjust the final contract amount to equal the total of all Job Orders issued during the term of the contract.

[[Category:147 Innovative Contracting]]

147.3 Job Order Contracting (JOC)

2019-01-31T19:31:19Z

Oligst1: Updated JOC links

[[image:148.jpg|right|300px]]
MoDOT uses a procurement process called Job Order Contracting (JOC) for traditional on-call maintenance repair contracts, including asphalt and concrete pavement repair, guardrail and guard cable repair, bridge repair and fence repair. JOC allows MoDOT to award fixed price construction contracts with indefinite delivery and indefinite quantity at individual work locations throughout the project limits. The JOC bid proposals contain a catalog of pre-established fixed unit prices for material, equipment and labor for various items of work to be used for completing each job order. The contractor bids adjustment factors for the expected overhead and profit and any additional business and construction related costs for performing the various types of work identified in the contract. The fixed unit prices in the bid proposal allow the contractor to determine the adjustment factor (profit and overhead) that needs to be bid up front without knowing the quantities, schedules or timing of the work orders. Job Order Contracts are awarded based on the lowest responsive bidder. Overall, Job Order Contracting eliminates the ability for contractors to unbalance the bid.

The JOC bid proposal must specify the maximum program budget to be awarded during a specified contract term. MoDOT is not bound, however, to issue a minimum or maximum number of job orders during the contract term. It is MoDOT’s overall intent though to meet the anticipated budget specified in the contract.

<div id="JOC JSPs"></div>
{|border="4" align="right" style="margin-left:10px"
|-
|style="background:#BEBEBE" align="center" width=260px|'''Job Order Contracting JSPs'''
|-
|style="background:#BEBEBE" align="center" | [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc={54AE470D-CA8E-46CF-B016-6E3C5AC0DF89}&file=JOC_GUARDRAIL_2019.docx&action=default Guardrail]
|-
|style="background:#BEBEBE" align="center" | [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc={5F8EAD3B-B8EA-45E6-83F9-CF13D0CAC5AF}&file=JOC_GUARD_CABLE_2019.doc&action=default Guard Cable]
|-
|style="background:#BEBEBE" align="center" | [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc={D75F3353-A125-418A-8372-9B3236E7958A}&file=JOC_FENCE_2019.doc&action=default Fence]
|-
|style="background:#BEBEBE" align="center" | [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc={9C3CA34F-42C0-4B03-9566-CDCF1F430345}&file=JOC_CONCRETE_2019.doc&action=default Concrete Pavement Repair]
|-
|style="background:#BEBEBE" align="center" | [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc={400C2C53-4E6E-4FC4-A3A0-95F4C9EB9252}&file=JOC_BRIDGE_2019.doc&action=default Bridge]
|-
|style="background:#BEBEBE" align="center" | [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc={542E611E-98AD-42D4-8742-FC3D69D1CB88}&file=JOC_ASPHALT_2019.doc&action=default Asphalt Pavement Repair]
|-
| style="background:#BEBEBE" align="center" width=260px|Contact [http://sharepoint/sites/de/Bid/default.aspx Bidding and Contract], for additional guidance.
|}

==147.3.1 Fixed Unit Price List ==

A fixed unit price list containing unit prices for the various items of work for each job order is included in the JOC bid proposal. Fixed unit prices are for complete and in-place construction, including all labor, equipment and material required to complete the construction task. All labor, material, equipment and work required by a specification shall be considered part of the fixed unit price, unless otherwise stated elsewhere in the contract.

==147.3.2 Adjustment Factors==

The contractor will bid three different Adjustment Factors:
*Normal Work Adjustment Factor - work conducted from 6:00 a.m. to 7:30 p.m. Monday through Friday
*Nighttime Work Adjustment Factor - work conducted from 7:30 p.m. to 6:00 a.m. Monday through Thursday
*Weekend Work Adjustment Factor - work conducted from 7:30 p.m. on Friday through 6:00 a.m. on Monday, night or day, or a holiday
Adjustment factors include business and construction related costs as defined below. It is the responsibility of the contractor to verify the fixed unit prices provided in the contract and to modify their bid for the adjustment factors accordingly.

'''Business Costs.''' Business related costs consist of profit, overhead costs, subcontractor profit and overhead, taxes, finance costs, and other costs including but not limited to;

:a. insurance, bonds and indemnification
:b. project meetings, training, management and supervision
:c. project office staff and equipment
:d. employee or subcontractor wage rates that exceed prevailing wages
:e. fringe benefits, payroll taxes, worker’s compensation, insurance costs and any other payment mandated by law in connection with labor that exceeds the labor rate allowances.
:f. business risks such as the risk of low than expected volumes of work, smaller than anticipated job orders, poor subcontractor performance, and inflation or material cost fluctuations.

'''Construction Costs.''' Construction related costs include but are not limited to;

:a. personnel safety equipment
:b. security requirements
:c. excess material waste
:d. daily and final clean-up
:e. costs resulting from inadequate supply of materials, fuel, electricity, or skilled labor
:f. costs resulting from productivity loss
:g. working in extreme and adverse weather conditions
:h. any other discreet items of work required to complete a particular job order.

'''General Costs.''' The above lists are not exhaustive and are intended to provide general examples of cost items to be included in the contractor’s Adjustment Factors as defined in the contract.

==147.3.3 JOC Development: Job Special Provisions and Plan Sheets==

MoDOT Bidding and Contract Services (BCS) conducts an annual internal MoDOT meeting to discuss lessons learned from previous year’s on-call contracts. Design staff incorporates changes into the next years contracts, and updates the [[#JOC JSPs|job special provision (JSP) templates]] for distribution to the districts.

The BCS section also updates the fixed costs to reflect the new market value. In the event the costs change significantly, the BCS section coordinates with industry to ensure the fixed costs are satisfactory. The fixed costs in the draft proposals should not be adjusted by the districts, without prior input from the BCS section. It is important to have agreement on the fixed unit price list with industry to eliminate any outliers that could cause contractors to bid risk in the factors.

In addition, no additional items of work should be added without first coordinating with the BCS section. Our experience to date has shown that adding specialty items of work may discourage contractors from bidding on a typical maintenance contract because the specialty work has to be subcontracted out for additional costs. Many times, specialty items of work or items of work not identified in the list of fixed costs are better managed by negotiating a price with the JOC contractor. Establishment of pricing for any non-fixed cost pay items will be in accordance with [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=4 Sec 109.4.2 or 109.4.3] of the Missouri Standard Specifications for Highway Construction. If no agreement to pricing can be made then the work will proceed with payment for non-fixed cost items under Sec 109.4.4.

The JOC contracts include contractor-furnished Traffic Control Plans (TCP) as on option, but the district may choose to provide the traffic control with MoDOT forces depending on availability.

Example TCP plans for the Job Order Contracts exist as seed files in ProjectWise. These example plans are based on what has been used on past contracts and are for example purposes only. Some of the traffic control scenarios may not apply to all districts so each district should ensure changes to the Traffic Control Plans are also changed in the JSP template. If there are revisions to the JSP template, the district should identify the revisions to the BCS section at the time of Plans, Specifications & Estimate (PS&E) submittal.

The JOC_TCP files are located at pw:\\ghpwise10:MoDOT\Documents\CADD_Standards\Standard Plans for Highway Construction\Job Order Contracting\.

All district ProjectWise users will have read-only access to the files.

The following is the process for obtaining a clean copy of all the files at one time:

:* Select all of the files, right-click and select '''Copy'''.

[[image:148.3.jpg|center|770px]]

:* Then right-click in the job directory and select '''Paste'''.

==147.3.4 Issuing Job Orders==

The engineer will collaborate with the contractor when developing an individual job order. At any given time the contractor may be performing more than one job order.

The total cost of an individual job order will be determined by multiplying the fixed unit prices of each fixed cost pay item by the appropriate quantity and then multiplying the total cost of all pay items by the appropriate adjustment factor.

'''Example Job Order'''

<center>
{| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center" width=675px
|+
! style="background:#BEBEBE" width=350px|Item Description!! style="background:#BEBEBE" |Fixed Unit Price !! style="background:#BEBEBE" |Quantity!! style="background:#BEBEBE" |Price
|-
|align="left" width=350px|SP125C (PG70-22) Per Ton (Over 1000 Tons)|| $55.75 ||337.1 tons|| $18,793.33
|-
|align="left" width=350px|SP190C (PG70-22) Per Ton (Over 1000 Tons)|| $53.75 ||770.5 tons|| $41,414.61
|-
|align="left" width=350px|Tack Coat|| $3.40|| 180 gal|| $612.00
|-
|align="left" width=350px|Mobilization – Coldmilling & Resurfacing (Over 1000 Tons)|| $3,200.00||1 each|| $3,200.00
|-
|align="left" width=350px|Milling Per SY (4 In. to 6 In. Thick)|| $2.25|| 3520 sy|| $7,920.00
|-
|colspan="3" align="right"| '''Subtotal:'''|| '''$71,939.94 '''
|-
|align="left" width=350px|Nighttime Work Factor|| 1.200|| - || -
|-
|colspan="3" align="right"| '''Subtotal:'''|| '''$86,327.92 '''
|-
|align="left" width=350px|Accelerated Repair|| $2,500.00|| 1 each|| $2,500.00
|-
|colspan="3" align="right"| '''TOTAL:''' ||'''$88,827.92 '''
|-
|colspan="4" align="left"|'''Note:''' The adjustment factor is not applied to Accelerated Repair because it is a lump sum cost for accelerated mobilization regardless of it being on a weekend or at night.
|}
</center>

==147.3.5 Term Extension of Job Order Contracts==

All JOC contracts include the option for a mutually agreeable one year term extension. The contract may be extended under the original terms and contract prices for a maximum contract term of two (2) years. The district should contact the BCS section by November 1 to evaluate and discuss whether the JOC should be renewed. Is the district satisfied with performance of the contractor? Are the existing bid prices reasonable? Is it the right business decision to renew the contract? If the option for extending the contract is exercised by MoDOT, a change order will be issued to extend the contract to the new term limits.

The following are the guidelines for extending the term of a Job Order Contract for an additional year for a maximum two year term.

:* In order for the contract to be extended, the project must contain the language in the ''Term of Contract'' JSP that allows for a one year extension.

:* If MoDOT desires to renew the contract, the contractor will be given written notification (e-mail is acceptable) of the extension no later than December 1 of the current contract year.

:* The contractor shall provide written notification (e-mail is acceptable) of acceptance or rejection of the extension of the contract no later than January 1 of the current contract year.

:* If the option for extending the contract is exercised by MoDOT, a time adjustment change order will be issued by the RE to extend the contract to the new term limits. The agreed letters or emails from both parties should be on file as supporting documentation to the time adjustment change order. A final quantity change order will be issued after completion of the second term.
<div id="The RE must notify the contractor that the performance contract"></div>

:* The RE must notify the contractor that the performance contract bond shall be increased to an amount equal to the original contract amount plus the extended contract amount (i.e., the original bond amount is generally just doubled). This can be accomplished by issuing a rider to increase the original bond to the new anticipated contract amount, or by issuing a new bond for double the original contract amount (i.e., if the original contract is $2 million, an increase rider should be issued for $2 million or a completely new bond for $4 million). A change order to increase the contract amount is not necessary because the new [[:Category:152 Contactor Bonding Responsibilities|performance bond]] becomes part of the executed contract. The RE should scan the new performance bond and save it to the project file in eProjects. The paper copy of the new embossed performance bond should be submitted to the Division of Construction and Materials for storage with the original contract. The RE should submit an email request to [http://sharepoint/support/cc/Pages/default.aspx Chief Counsel Office (CCO)] for review of the new bond. The email should include the contract ID, the reason for the review (JOC extension), and separate links to the new bond, the original bond and the signed change order for the one-year extension.

:* The district should notify the BCS section and Central Office (CO) Planning Programming staff by January 15 of the intent to extend the contracts and request [http://wwwi/intranet/tp/ CO Transportation Planning] to delete the projects from the future STIP. The following information should be provided:

::a. Current project numbers being extended.
::b. Future project numbers in the STIP that will not be let because of extension.
::c. The source and funding split-out of each project. Indicate if SWIMB (Statewide Interstate and Major Bridge), district-funded or other FFOS.
::d. See below example.

[[image:148.6 email.jpg|center|770px]]

:* JOCs that will not be extended should be closed out in Site Manager at the end of the first year contract term.

:* JOCs that are extended will be closed out in Site Manager at the end of the second year contract term. The district shall close out the contract following the Closing JOC Contracts guidelines below.

District Planning Managers should do the following in SIMS:

:* For contract extensions, add the following message to the SIMS, Detail Screen - Internal District Comment field: ''“Extending Contract through SFY XXXX for a two-year term.” ''

[[image:147.6.jpg|center|820px]]

==147.3.6 Closing JOC Contracts==

:* Any JOCs that will not be extended should be closed out in Site Manager at the end of the first year contract term. Renewed contracts are closed out in Site Manager at the end of the second year contract term.

:* Check the actual cost charges to make sure they are correct and request journal vouchers from Financial Services for corrections.

:* Proceed with final close out in Site Manager.

:* After close out of extended JOC contracts, enter the following standard reason for cost differences greater or less than 10% into SIMS, Project Accountability Reasons - Completed Projects section: ''“The cost estimate deviated from the actual cost due to this being a Job Order Contract that was extended for a maximum two-year term.”''

==147.3.7 Budget Adjustments for JOC Contracts==

The contract budget adjustment will occur after the contract is complete.

:* Interstate JOCs: If the contract is extended and an interstate project, Planning will credit the district with 2 years worth of Statewide Interstate and Major Bridge (SWIMB) funds rather than one year.

:* Non-interstate JOCs: Contact Central Office Planning Programming managers because there may be specific issues regarding funding.

==147.3.8 Deleted JOC Projects==

If a JOC project is deleted, enter the following standard reason into SIMS, Project Accountability Reasons – Reprioritized Projects section: ''“The project was deleted because an existing project was extended for a second year.”''

[[image:148.9.jpg|center|770px]]

==147.3.9 Change Order Approvals==

Job Order Contracts are unique in that they do not include a defined amount of work, but rather they are agreements to perform work on an as-needed basis, not to exceed the Commission-approved budgeted amount. Payment is determined by applying an adjustment factor to fixed unit prices as opposed to standard contracts that have unit bid prices for each pay item. Also, JOCs do not have a total contract amount based on plan quantities, but rather have a one-year budgeted amount that has been approved by the Commission. For contracts that include an optional second-year term, the Commission authorizes the district to expend two times the budgeted amount if the contract is extended to two years. Exceeding the budgeted amount requires approval by the Chief Engineer. Due to the unique nature of JOCs, the change order approval levels will need to be manually set in AASHTOWare and contract administration of change orders shall be as follows:

:* '''Budgeted Amount and Cost Overruns.''' It is important to understand that the Bid Total in the front of the contract is not the budgeted amount. The Bid Total is only used to determine the winning bidder. Reference the CONTRACT AWARD section of the Job Special Provisions to determine the budgeted amount for the first year term of the Job Order Contract. For contracts that are not extended into a second year term, the Resident Engineer is authorized to expend up to that budgeted amount in the first year without issuance of a change order to increase the budgeted amount. If the contract has an optional second year term, and both parties are in agreement to extend the contract into the second year, the RE is authorized to expend two times the budgeted amount over the two-year term without issuance of a change order to increase the budgeted amount. The budgeted amount for the first year can be exceeded in the first year as long as the contract is extended to a second year and you do not exceed 2x the budgeted amount. If there is a need to increase the budgeted amount (one year or two-year), the RE shall issue a Level 4 change order prior to ordering the work, except that emergency repairs such as guardrail and guard cable shall not be delayed due to an unexpected overrun of the budget.

:* '''Non-Fixed Cost Pay Item.''' These are items of work for which a description and fixed cost is not set forth in the pay item list. Payment for non-fixed cost pay items will be determined in accordance with [[http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=4 Sec 109.4.2, 109.4.3, or 109.4.4]. Non-fixed cost pay items will be paid using an Adjustment Factor of 1.000. The approval level for non-fixed cost pay items shall be as indicated in [[:Category:109 Measurement and Payment#109.12 Change Orders (for Sec 109.12)|EPG 109.12 Change Orders]] except that the Budgeted Amount shall not be exceeded without approval from the Chief Engineer.

:* '''Contract Extensions.''' See [[#147.3.5 Term Extension of Job Order Contracts|EPG 147.3.5 Term Extension of Job Order Contracts]] for guidance on extending a JOC to a second year term. Per [[:Category:109 Measurement and Payment#109.12.4 Time Adjustments|EPG 109.12.4]], time adjustment change orders require division level approval, but when a JOC includes a provision that allows a one-year time extension, approval can be made at the district level. File the agreed letters (or emails) from both parties for supporting documentation in eProjects. If a time extension past the second year becomes necessary for any reason, contact the CM division for approval prior to issuance of a change order.

:* '''Final Change Order.''' Upon completion of the Job Order Contract, a final change order should be issued to adjust the final contract amount to equal the total of all Job Orders issued during the term of the contract.

[[Category:147 Innovative Contracting]]

147.2 Add Alternate Bidding

2019-01-31T15:58:00Z

Oligst1: Updated referenced JSP from Time for Completion of Work - JSP-09-01 to Contract Liquidated Damages JSP-13-01

==147.2.1 Purpose of Add Alternate Bidding==

In an effort to fully utilize the budget available and maximize the amount of work awarded within a project budget, the district may use a bidding technique called Add Alternate Bidding. Add alternates are additional items of work that may be awarded as part of the contract if the bids come within the budget specified in the contract. Add alternates may include adding length or additional quantity to a project of similar type work or adding enhancements of different type work to a project. Examples of add alternate projects awarded to date include pavement overlays, signal improvements, adding lanes and striping, and sidewalk and landscape enhancements.

==147.2.2 Add Alternate Budget==

The contract defined budget will be the basis for award of add alternates to the lowest responsive bidder who can provide the most amount of work (base plus add alternates) within the budget. The budget for add alternates may be defined in many different ways but must be specifically included in the JSPs for the contract. This provides a transparent bidding process for contractors so that they know the basis of award. The budget is typically based on the budget specified in the STIP for each project. The budget can also be based on funding by others. In this scenario, the funding source must provide the budget for basis of award prior to advertisement and be included in the JSPs for the contract. Contracts may also be set up so that the award of add alternates is based on the budget of multiple projects. The budget may be based on the sum of all the project specific STIP budgets or may be based on some other district or statewide budget. For example, MoDOT routinely provides districts with a fixed budget for a specific work program and the district is asked to complete as much work as possible within that budget. For this scenario, the budget would be based on the funds remaining from the district wide budget for the specific work program and not based on project specific budgets. The District should involve the Central Office Bidding and Contract Services Section with the set up of these types of projects early in the development stage. If the contracting set up is unique or more complex than the traditional add alternate approach, the district is encouraged to have a pre-bid meeting to educate contractors on the overall intent.

Add alternates cannot reduce the scope committed to in the STIP. The base project must include all work committed to in the STIP, and the add alternate may be used for any additional work not specifically committed to in the STIP. Districts are encouraged to work with Transportation Planning to develop proper scoping language to provide maximum flexibility.

==147.2.3 Add Alternate Sections==

The determination of add alternate sections is based on the budget. In general, add alternate sections should be ten percent of the project budget or a minimum of $50,000 and a maximum of 50% of the base. Ideally, the base section should be no more than ten percent above the budget with no more than two add alternate sections.
Add alternate sections for paving projects should be setup at logical termini. Add alternate sections for other types of work should include all items necessary to complete the work regardless of the award of other alternates.

==147.2.4 Job Special Provision, Plans, and Estimate for Add Alternate Sections==

'''Job Special Provision (JSP):''' If add alternates are utilized on a project, the project must contain the ''Add Alternate Sections'' JSP. The JSP must clearly define the priority of add alternates which will be considered for award, and the project budget must be specified in the JSP.

'''Plans:''' Plans for all projects with add alternate sections should include the following:

:* Title Sheets should clearly define the base and add alternates. Separate typical sections sheets for each add alternate, including station limits, and all side road connections.

:* One set of quantity sheets with separate sheets for the items associated with the base work and each alternate section.

'''Estimate: '''

:* Using the "Bidtabs.net" program, the pay items associated with the base work (designated as "Base") should be designated in "Section 01". The pay items associated with add alternates (designated as "Add Alt A - Description", “Add Alt B – Description, etc.) should be designated in "Sections 50-69". This will enable summation of the appropriate subtotals to compile an estimated total cost per add alternate.

:* The same pay item can be used in multiple sections but should be the quantity for the appropriate section.

:* Each add alternate section must contain a separate pay item for mobilization.

For thin lift overlay projects, projects are typically setup with a project number for each route and let in required combination.

:* MoDOT has the option of setting up multiple routes under one project number with some of the routes being add alternate sections. If this approach is used, the estimate must be submitted with separate sections for each route. Section 01 is reserved for the base roadway items which should include the base route(s) and all items that are common to all of the routes, including traffic control (1 moving operation setup) or other miscellaneous items that apply regardless of the number of routes awarded. The subsequent sections should include the asphalt quantities for each additional route; mobilization, tack, coldmilling, pavement marking, and permanent construction signs (when applicable). The description for each subsequent section should include the route designation and add alternate description (i.e. Base – general roadway & Route Z, Add Alt A – Route D, Add Alt B – Route CC, etc.).

==147.2.5 [[:Category:146 Disadvantaged Business Enterprise (DBE)|DBE]] Goal==

For projects containing add alternates, a separate DBE contract goal percentage will be established for the base project and each add alternate.

==147.2.6 [[237.8 Contract Time|Contract Time]] and [[237.8 Contract Time#237.8.2 Liquidation Damages|Liquidated Damages]]==

The contract completion date, calendar/working days and liquidated damages for contracts that include “add alternates” should be based on the assumption that all “add alternates” are to be awarded. If it is determined the add alternates significantly impact the completion of work then the “Contract Liquidated Damages – JSP-13-01” Job Special Provision should be used to define the calendar/working days and liquidated damages for the base work and each add alternate.

==147.2.7 Award of Base Projects==

The base project will be awarded or rejected in accordance with Sec. 100 of the spec book to the lowest responsive and responsible bidder.

==147.2.8 Award of Add Alternates==

An add alternate may only be awarded if the base project is within the Commission’s budget specified in the contract. The award of “add alternates” will be determined by the Design Division based on the budget and add alternate priorities identified in the contract.

The Commission reserves the right to award the combination of highest priority add alternate section over the Commission’s budget as long as the low bidder does not change and the award of the combination of highest priority alternate sections does not exceed more than ten percent or $250,000 of the Commission’s budget, whichever is less. The $250,000 limitation may be omitted when add alternates are being prioritized for a district wide budget.
The priority of add alternates cannot be altered to move alternates up in priority to maximize the budget (i.e. mix and match alternates to get as close to the budget as possible). This is not allowed because it would allow the possibility for unbalanced bidding on alternates that contractors prefer to construct resulting in award of alternates that are not the highest priority for MoDOT. The priorities also must be clearly defined to avoid the perception that MoDOT is awarding contracts based on the bidder rather than the lowest bid for the highest priority work.

[[Category:147 Innovative Contracting]]

Category:101 Standard Forms

2019-01-29T18:44:00Z

Oligst1: Move JSP formatting guide down with other JSP and removed old formatting doc.

{|style="padding: 0.3em; margin-left:2px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="520px" align="right"
|-
|EPG articles are not referenced as "sections" but as EPG XXX.X to avoid confusion with MoDOT specs (which are contractually binding).
|}
== ==
Standard forms organized by functional unit are accessible from this page. '''The files accessible by the links below are identical to those accessed through Word, Excel or other software application by MoDOT employees.''' Many of these file links are also contained in Engineering Policy Guide articles that refer to the forms.

==Bridge==
*[http://epg.modot.mo.gov/forms/BR/Bridge%20Division%20Memo.dot Bridge Division Memo]

*[[media:101 Bridge Hydraulics Report.docx|Bridge Hydraulics Report]]

*[http://epg.modot.mo.gov/forms/BR/Change%20Order.dot Change Order]
<div id="Constructability Questioinnaire"></div>

*[http://epg.modot.mo.gov/forms/BR/Constructability%20Questionnaire.dot Constructability Questioinnaire]

*[[media:101 Culvert Hydraulics Report.docx|Culvert Hydraulics Report]]
[[image:101 Bridge.jpg|right|150px]]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/131.1_Design_Exception.docx Design Exception Information]

*[http://epg.modot.mo.gov/forms/BR/Design%20Except%20to%20District.dot Design Except to District]

*[[media:101 Design Layout Box 2014.docx|Design Layout (Box)]]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Grade).dot Design Layout (Grade)]

*[[media:101 Design Layout Stream 2014.docx|Design Layout (Stream)]]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Wall).dot Design Layout (Wall)]
<div id="Floodplain Development Permit/Application"></div>

*[[media:101 Floodplain Development Permit Application May 2018.pdf|Floodplain Development Permit/Application]]

*[[media:101 Floodplain Development Permit To District Cover Letter.docx|Floodplain Development Permit To District Cover Letter]]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20FHWA.dotx Layout to FHWA]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20Railroad.dot Layout to Railroad]

*[http://epg.modot.mo.gov/forms/BR/Missouri-Illinois%20Border%20Bridge%20Clearinghouse%20Form.dot Missouri-Illinois Border Bridge Clearinghouse Form]

*[[media:101 No Rise Certificate 2018.pdf|No-Rise Certificate]]

*[[media:751.1.2.20 Request.xlsx|Request for Final Soundings for Structures Form]]

*[http://epg.modot.mo.gov/forms/BR/Telefax.dot Telefax]

*[http://epg.modot.mo.gov/forms/BR/Transmittal%20Letter.dot Transmittal Letter]

*[[media:131.1.7 Vertical Clearance Design Exception Coordination with SDDCTEA.pdf|Vertical Clearance Design Exception Coordination with SDDCTEA]]

==Construction and Materials==
*[http://epg.modot.mo.gov/forms/CM/30_Day_Reminder_Final_Invoice_Letter.pdf 30 Day Reminder Final Invoice Letter]

*[http://epg.modot.mo.gov/forms/CM/60_Day_Final_Acceptance_Letter.pdf 60 Day Final Acceptance Letter]

*[https://www.modot.org/media/977 ADA Checklist]

*[http://epg.modot.mo.gov/forms/CM/Aggregate_Base_Random_Locations.xlsm Aggregate Base Random Locations]

*[http://epg.modot.mo.gov/forms/CM/As_Built_Final_Plans_Checklist_SL_District.pdf As Built Plans Checklist - SL District]

*[http://epg.modot.mo.gov/forms/CM/Asbestos_Bulk_Sample_Bridge_CL_EL_5.pdf Asbestos Bulk Sample Bridge CL EL 5]

*[http://epg.modot.mo.gov/forms/CM/Asbestos_Bulk_Sample_Parcel_CL_EL_5.pdf Asbestos Bulk Sample Parcel CL EL 5]

*[http://epg.modot.mo.gov/forms/CM/Asbestos_Survey_Report_T746_T747_T748_C760.pdf Asbestos Survey Report - All Suspect ACM (Form T746), Nonfriable ACM (Form T747) and All Materials (Form T748)]

*[http://epg.modot.mo.gov/forms/CM/Asphalt_Core_Spreadsheet.xlsx Asphalt Core Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/Asphalt_Mix_Design.xlsm Asphalt Mix Design]

*[http://epg.modot.mo.gov/forms/CM/Asphalt_Random_Locations.xlsm Asphalt Random Locations]

*[http://epg.modot.mo.gov/forms/CM/KC_Asphalt_Roadway_Report.xlsx Asphalt Roadway Report]

*[http://epg.modot.mo.gov/forms/CM/KC_Asphalt_Roadway_Report_Square_Yards.xls Asphalt Roadway Report Square Yards]

*[http://epg.modot.mo.gov/forms/CM/Bridge_Bearings.xlsx Bridge Bearings]

*[http://epg.modot.mo.gov/forms/CM/Bridge_Clearance_Report_C239A.pdf Bridge Clearance Report (C-239A)]

*[http://epg.modot.mo.gov/forms/CO/Bridge%20Fabrication%20Report.dot Bridge Fabrication Report]

*[http://epg.modot.mo.gov/forms/CM/Change%20Order.XLS Change Order]

*[http://epg.modot.mo.gov/forms/CM/Job_Site_Bulletin_Board_Checklist_fillable.pdf Checklist of the jobsite posters]

*[http://epg.modot.mo.gov/forms/CM/CUF_Determination_Form.pdf Commercially Useful Function (CUF) Determination Form]

*[http://epg.modot.mo.gov/forms/CM/Compressive%20Strength%20for%20Forney.xls Compressive Strength for Forney]

*[http://epg.modot.mo.gov/forms/CM/Concrete%20Daily%20Inspection%20Report%20C-681.xls Concrete Daily Inspection Report, C-681]

*[http://epg.modot.mo.gov/forms/CM/Concrete_Cylinder_Sample_Sent_to_Central_Lab.doc Concrete Cylinder Sample Sent to Central Lab]

*[http://epg.modot.mo.gov/forms/CM/Concrete_Roadway_Report.pdf Concrete Roadway Report]

*[http://epg.modot.mo.gov/forms/CM/Contingent_Item_Price_Check.pdf Contingent Item Price Check]

*[http://epg.modot.mo.gov/forms/CM/Contractor_Performance_Evaluation_Letter.pdf Contractor Performance Evaluation Letter]

*[http://epg.modot.mo.gov/forms/CM/Contractor_Performance_Evaluation_Signature_Page.pdf Contractor Performance Evaluation Signature Page]

*[http://epg.modot.mo.gov/forms/CM/C9_Daily_Utility_Report.pdf Daily Utility Report (C-9).dot]

*[http://epg.modot.mo.gov/forms/CM/Dimensions%20To%20Tons%20Converter.xlsx Dimensions To Tons Converter]

*[http://epg.modot.mo.gov/forms/CM/EEO_Checklist.pdf EEO Checklist]

*[http://epg.modot.mo.gov/forms/CM/Fence_Removal_Notice.pdf Fence Removal Notice]

*[http://ghdcogwp01/c10/cgi-bin/cognosisapi.dll?b_action=cognosViewer&ui.action=run&ui.object=%2fcontent%2ffolder%5b%40name%3d%27SiteManager%20Reporting%27%5d%2ffolder%5b%40name%3d%27Headquarters%27%5d%2ffolder%5b%40name%3d%27Contract%20-Administration%27%5d%2freport%5b%40name%3d%27C239_Final_Acceptance_Report%27%5d&ui.name=C239_Final_Acceptance_Report&run.outputFormat=PDF&run.prompt=true&ui.backURL=%2fc10%2fcgi-bin%2fcognosisapi.dll%3fb_action%3dxts.run%26m%3dportal%2fcc.xts%26m_folder%3di734C7F8180CF4B9BA373FD704584E006 Final Acceptance Report (C-239), Cognos Report]

*[http://epg.modot.mo.gov/forms/CM/Final_Acceptance_C_239.pdf Final Acceptance Report (C-239), pdf version]

*[http://epg.modot.mo.gov/forms/CM/Final_Plans_Certification.pdf Final Plans Certification]

*[http://epg.modot.mo.gov/forms/CM/Final_Plans_Checklist.pdf Final Plans Checklist]

*[http://epg.modot.mo.gov/forms/CM/KC_Final_Plans_Memo.pdf Final Plans Memo]

*[http://epg.modot.mo.gov/forms/CM/C13_Final_Utility_Report.pdf Final Utility Report (C-13)]

*[http://epg.modot.mo.gov/forms/CM/Force_Account_Spreasheet.xlsx Force Account Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/Form%20M-45%20Bitumin%20Distributor%20Calibration.doc Form M-45 Bitumin Distributor Calibration]

*[http://epg.modot.mo.gov/forms/CM/Fuel_Adjustment_Calculation.xlsx Fuel Adjustment Calculation]

*[http://epg.modot.mo.gov/forms/CM/Inspectors_Pay_Qty_Report_IPQR.pdf Inspectors Pay Qty Report (IPQR)]

*[http://epg.modot.mo.gov/forms/CM/Internal_MoDOT_Product_Form.pdf Internal MoDOT Product Form]

*[http://epg.modot.mo.gov/forms/CM/IRI_Inertial_Profiler_Report_with_Bonus.xlsm IRI Inertial Profiler Report with Bonus]

*[http://epg.modot.mo.gov/forms/CM/JOC_2016_Rail_Cable_Fence_Spreadsheet.xlsx JOC 2016 Rail Cable Fence Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/JOC_2017_Rail_Cable_Fence_Spreadsheet.xlsx JOC 2017 Rail Cable Fence Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/JOC_2018_Rail_Cable_Fence_Spreadsheet.xlsx JOC 2018 Rail Cable Fence Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/JOC_Asphalt_Pavement_Repair.xlsm JOC Asphalt Pavement Repair]

*[http://epg.modot.mo.gov/forms/CM/JOC_Bridge_Repair_Spreadsheet.xlsm JOC Bridge Repair Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/JOC_Concrete_Pavement_Repair.xlsm JOC Concrete Pavement Repair]

*[http://epg.modot.mo.gov/forms/CM/JOC_Lighting_Repair.xlsx JOC Lighting Repair]

*[http://epg.modot.mo.gov/forms/CM/JOC_Microsurfacing_Spreadsheet.xlsx JOC Microsurfacing Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/JOC_Signal_and_Lighting_Repair.xlsm JOC Signal and Lighting Repair]

*[http://epg.modot.mo.gov/forms/CM/Milestone_Worksheet.pdf Milestone Worksheet]

*[http://epg.modot.mo.gov/forms/CM/Mobile_Mixer_Calibration.pdf Mobile Mixer Calibration]

*[http://epg.modot.mo.gov/forms/CM/Mobile_Mixer_Verification_Sheet.dotx Mobile Mixer Verification Sheet]

*[http://epg.modot.mo.gov/forms/CM/Nuclear_Density_C709ND.pdf Nuclear Density (C-709ND)]

*[http://epg.modot.mo.gov/forms/CM/Nuclear_Density_of_Plastic_Portland_Cement_Concrete_C_710ND.pdf Nuclear Density of Plastic Portland Cement Concrete (C-710ND)]

*[http://epg.modot.mo.gov/forms/CM/Order_Record.pdf Order Record (C-259)]

*[http://epg.modot.mo.gov/forms/CM/Outlier%20Analysis.xls Outlier Analysis]

*[http://epg.modot.mo.gov/forms/CM/Pavement_Type_Selection_Submittal.pdf Pavement Type Selection Submittal Information (PTS Submittal Form)]

*[http://epg.modot.mo.gov/forms/CM/Payroll_Log.xltx Payroll Log Form]

*[http://epg.modot.mo.gov/forms/CM/Pile%20Driving%20Chart2.xls Pile Driving Chart]

*[http://epg.modot.mo.gov/forms/CM/Pile_Driving_Data.pdf Pile Driving Data]

*[http://epg.modot.mo.gov/forms/CM/Pore_Pressure_Report_Type_A.pdf Pore Pressure Report - Type A]

*[http://epg.modot.mo.gov/forms/CM/Pore_Pressure_Report_Type_B.pdf Pore Pressure Report - Type B]

<div id="PreCon Letter - Federal No Trainees"></div>
*[http://epg.modot.mo.gov/forms/CM/PreCon_Letter_Federal.pdf PreCon Letter - Federal]

*[http://epg.modot.mo.gov/forms/CM/PreCon_Letter_State.pdf PreCon Letter - State]

*[http://epg.modot.mo.gov/forms/CM/Prestress_Deficiency_Report.pdf Prestress Deficiency Report (1029-01)]

*[http://epg.modot.mo.gov/forms/CM/Price_Verification.xlsx Price Verification]

*[http://epg.modot.mo.gov/forms/CM/Railroad_Crossing_Inspection.pdf Railroad Crossing Inspection]

*[http://epg.modot.mo.gov/forms/CM/RE_Letterhead.pdf RE Letterhead]

*[http://epg.modot.mo.gov/forms/CM/Retroreflectivity_Payment_Adjustment.xlsm Retroreflectivity Payment Adjustment]

*[http://epg.modot.mo.gov/forms/CM/Retroreflectometer_Request.xlsx Retroreflectometer Request]

*[http://epg.modot.mo.gov/forms/CM/Retroreflectometer_Results.xlsm Retroreflectometer Results]

*[http://epg.modot.mo.gov/forms/CM/RM_Aggregate_Scale_Calibration_200.dotx RM Aggregate Scale Calibration - 200]

*[http://epg.modot.mo.gov/forms/CM/RM_Aggregate_Scale_Calibration_300.dotx RM Aggregate Scale Calibration - 300]

*[http://epg.modot.mo.gov/forms/CM/RM_Aggregate_Scale_Calibration_350.dotx RM Aggregate Scale Calibration - 350]

*[http://epg.modot.mo.gov/forms/CM/RM_Air_Dispenser_Calibration.dotx RM Air Dispenser Calibration]

*[http://epg.modot.mo.gov/forms/CM/RM_Cement_Scale_Calibration_150.dotx RM Cement Scale Calibration - 150]

*[http://epg.modot.mo.gov/forms/CM/RM_Cement_Scale_Calibration_175.dotx RM Cement Scale Calibration - 175]

*[http://epg.modot.mo.gov/forms/CM/RM_Cement_Scale_Calibration_200.dotx RM Cement Scale Calibration - 200]

*[http://epg.modot.mo.gov/forms/CM/RM_Concrete_Systems_Form.dotx RM Concrete Systems Form]

*[http://epg.modot.mo.gov/forms/CM/RM_Equipment_Calibrated_and_Verified_Form.dotx RM Equipment Calibrated and Verified Form]

*[http://epg.modot.mo.gov/forms/CM/RM_Truck_Mixer_Information_Form.dotx RM Truck Mixer Information Form]

*[http://epg.modot.mo.gov/forms/CM/RM_Water_Calibration.dotx RM Water Calibration]

*[http://epg.modot.mo.gov/forms/CM/RoCap_Test_Form_Long_Bolts.pdf RoCap Test Form - Long Bolts]

*[http://epg.modot.mo.gov/forms/CM/RoCap_Test_Form_Short_Bolts.pdf RoCap Test Form - Short Bolts]

*[http://epg.modot.mo.gov/forms/CM/Semi_Annual_Labor_Compliance_Report.dotx Semi-annual Labor Compliance Report]

*[http://epg.modot.mo.gov/forms/CM/Semi_Final_Inspection_C_236.pdf Semi-Final Inspection (C-236)]

*[http://epg.modot.mo.gov/forms/CM/Sitemanager_Contractor_Payment_Schedule.pdf Sitemanager Contractor Payment Schedule]

*[http://epg.modot.mo.gov/forms/CM/Standard%20Compaction%20Test%20Blank.xls Standard Compaction Test Blank]

*[http://epg.modot.mo.gov/forms/CM/Survey%20Calculator.xlsx Survey Calculator]

*[http://epg.modot.mo.gov/forms/CM/Tank%20Capacity%202.0.xls Tank Capacity]

*[http://epg.modot.mo.gov/forms/CM/CR1_Wage_Rate_Interview.pdf Wage Interview (Form CR-1)]

*[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Inspections/WorkZone_Inspection-form%202014.pdf Work Zone Inspection Form]

===Forms for Contractor Use ===
====Construction and Contractor Related====

:* [http://epg.modot.mo.gov/forms/CM/Blank_2AA_Sheet.pdf 2AA Sheet – Blank]

:* [http://epg.modot.mo.gov/forms/CM/Example_2AA_Sheet.pdf 2AA Sheet – Example]

:* [http://epg.modot.mo.gov/forms/CM/Affidavit_for_Compliance_with_Prevailing_Wage.pdf Affidavit for Compliance with Prevailing Wage Law]

:* [http://epg.modot.mo.gov/forms/CM/Contractors_Affidavit_C-242.pdf Contractor's Affidavit Regarding Settlement of Claims (C-242)]

:* [http://epg.modot.mo.gov/forms/CM/Contractor_Questionnaire.pdf Contractor Questionnaire] (to bid contracts less than $2,000,000)

:* [http://epg.modot.mo.gov/forms/CM/DBE_Contractor_Project_Trucker_Equipment_List_Form.pdf DBE Contractor Project Trucker Equipment List Form]

:* [http://epg.modot.mo.gov/forms/CM/DBE_Contractor_Subcontractor_Project_Trucker_Form_Instructions.pdf DBE Contractor Subcontractor Project Trucker Form Instructions]

:* [[media:101 DBE Identification Submittal Form.pdf|DBE Identification Submittal Form]]

:* [http://epg.modot.mo.gov/forms/CM/DBE_Substitution_Form%20.pdf DBE Substitution Form]

:* [http://epg.modot.org/forms/CM/Lead_Abatement_MODOT_Contractor_Informational_Packet.pdf Lead Abatement MoDOT Contractor Informational Packet]

:* [http://epg.modot.org/forms/CM/Lead_Abatement_MODOT_FA_Project_Notification.pdf Lead Abatement MoDOT FA Project Notification]

:* [http://epg.modot.org/forms/CM/Lead_Abatement_MODOT_Project_Notification.pdf Lead Abatement MoDOT Project Notification]

:* [http://epg.modot.org/forms/CM/Lead_Abatement_MODOT_Project_Re_Notification.pdf Lead Abatement MoDOT Project Re-Notification]

:* [http://epg.modot.org/forms/CM/Lead_Abatement_Program_Contact_Info.pdf Lead Abatement Program Contact Info]

:* [http://eprojects/Templates/MODOT_Workforce_JSP_Cummulative_Workforce_Hours_Report.xlsx MoDOT Workforce JSP Cumulative Workforce Hours Report]

:* [http://epg.modot.mo.gov/forms/CM/MoDOT_Workforce_Pre_Construction_Diversity_Plan_Report.xlsx MoDOT Workforce Pre-Construction Diversity Plan Report]

:* [http://epg.modot.org/forms/CM/OJT_1_Trainee_Notification.pdf OJT-1, Trainee Notification]

:* [http://epg.modot.org/forms/CM/OJT_2_Contractor_Monthly_Training_Report.pdf OJT-2, Contractor Monthly Trainee Report]

:* [http://epg.modot.org/forms/CM/OJT_3_Training_Completion.pdf OJT-3, Training Completion]

:* [http://epg.modot.mo.gov/forms/CM/OJT_4_Trainee_Contact.pdf OJT-4, Trainee Contact]

:* [http://epg.modot.mo.gov/forms/CM/OJT_5_Discrimination_Complaint.pdf OJT-5, Discrimination Complaint]

:* [http://epg.modot.mo.gov/forms/CM/OJT_6_Final_Trainee_Summary.pdf OJT-6, Training Summary]

:* [http://epg.modot.org/forms/CM/Prequalification_Questionnaire.pdf Prequalification Contractor Questionnaire] (to bid a contract of any size)

:* [https://www.modot.org/media/12323 Request to Subcontract Work (C-220)]

:* [http://epg.modot.org/forms/CM/Subcontractor_Certification_Regarding_Affirmative_Action.pdf Subcontractor Certification Regarding Affirmative Action]

:* [http://epg.modot.org/forms/CM/Value_Engineering_Proposal_C_104.pdf Value Engineering Change Proposal (C-104)]

:* [http://epg.modot.org/forms/CM/Wage_Flow_Chart_for_Federal_Jobs.pdf Wage Flowchart for Federal Jobs – Precon]

:* [http://epg.modot.org/forms/CM/Wage_Flow_Chart_for_State_Jobs.pdf Wage Flowchart for State Jobs – Precon]

:* [http://epg.modot.org/forms/CM/Waste_Disposal_Agreement.pdf Waste Disposal Agreement]

====Materials Related====
:*[http://epg.modot.mo.gov/forms/CM/AsphPlantInspCumulative.xls Asphalt Inspection Worksheet Cumulative Gradation]

:*[http://epg.modot.mo.gov/forms/CM/AsphPlantInspNonCumulative.xls Asphalt Inspection Worksheet Non-Cumulative Gradation]

:*[http://epg.modot.mo.gov/forms/CM/PipeShippingReportForm2.pdf CMP, RCP, Precast Drainage Units and Precast Box Culvert Shipping Report Form]

:*[http://epg.modot.mo.gov/forms/CM/Concrete%20Mix%20Design%20Submittal%20Form.xls Concrete Mix Design Submittal Form]

:*[http://epg.modot.mo.gov/forms/CM/Missouri%20CoreLok%20Aggregate%20Workbook.xls CoreLok Aggregate Workbook]

:*[http://epg.modot.mo.gov/forms/CM/GS013F2.pdf Fabricator’s PAL Receival Form]

:*[http://epg.modot.mo.gov/forms/CM/NewProductEvaluationForm.pdf New Product Evaluation Form]

:*[http://epg.modot.mo.gov/forms/CM/GS013F4.pdf PAL Program Inclusion Certifications and Guarantee Statement]

:*[http://epg.modot.org/forms/CM/Producer_Supplier_List.pd Producer/Supplier List]

:*[http://epg.modot.mo.gov/forms/CM/PipeShippingReportForm_Thermoplastic.pdf PVC & HDPE Pipe Shipping Report Form]

:*[http://epg.modot.mo.gov/forms/CM/Request_to_Transfer_Inspected_Matl.pdf Request for Transfer of Inspected Materials]

:*[http://epg.modot.mo.gov/forms/CM/GS013F3.pdf Shipper’s PAL Transmittal Form]

====Posters, Federal Aid====

Please refer to [http://epg.modot.org/index.php?title=Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#Required_Notices_and_Posters EPG 110.2 Federal-Aid Projects, Required Notices and Posters].

====Posters, State Aid====

Please refer to [http://epg.modot.org/index.php?title=Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#Required_Notices_and_Posters EPG 110.2 Federal-Aid Projects, Required Notices and Posters].

====Utility or Right of Way Related====

:*[http://www.modot.mo.gov/asp/intentToWork.shtml Notice of Intent to Perform Work Process]

:*[https://www6.modot.mo.gov/ElectronicPermitting/ElectronicPermitting.html# Permit for Work on Right of Way]

===Quick Reference Guides (QRGs)===
====AASHTOWare Project Quick Reference Guides (QRGs)====

:* [http://epg.modot.mo.gov/forms/CM/AWP_CM_AASHTOWARE_Project_Terminology.docx AWP CM AASHTOWARE Project Terminology]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CM_Certified_Testers.doc AWP CM Certified Testers]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CM_Filters.doc AWP CM Filters]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_1ChangeOrderOverview.doc AWP CO 1 Change Order Overview]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_2ChangeOrderAddingNewItemorOverrunUnderrunExisting.doc AWP CO 2 Change Order Adding New Item or Overrun/Underrun of Existing Items]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_3ChangeOrderTimeExtension.doc AWP CO 3 Change Order Time Extension]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_4ChangeOrderValueEngineering.doc AWP CO 4 Change Order Value Engineering]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_5ChangeOrderNoCostContractModification.doc AWP CO 5 Change Order, No Cost Contract Modification]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_6ChangeOrderMobilizationAndContractBond.doc AWP CO 6 Change Order, Mobilization and Contract Bond]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_7ChangeOrderApproval.doc AWP CO 7 Change Order Approval]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Change_Order_Codes.doc AWP CO Change Order Codes]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Change_Order_Reports.doc AWP CO Change Order Reports]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Construction_Stockpiles.doc AWP CO Construction Stockpiles]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_ContractVendorAssets.doc AWP CO Contract Vendor Assets]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Contract_Adjustments.doc AWP CO Contract Adjustments]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Contract_Times.doc AWP CO Contract Times]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_DailyDiary.doc AWP CO Daily Diary]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_DailyDiaryAdjustments.doc AWP CO Daily Diary Adjustments]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_DailyWorkReport.doc AWP CO Daily Work Report]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Disposition_Remarks_PAL_Material.doc AWP CO Disposition Remarks for PAL Material]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_EmergencyContacts.doc AWP CO Emergency Contacts]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Estimate.doc AWP CO Estimate]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Item_Adjustments.doc AWP CO Item Adjustments]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Milestones.doc AWP CO Milestones]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Signal_Maintenance.doc AWP CO Signal Maintenance]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Change_Order_Reason_Codes_for_SL_Time_Extension_Change_Orders.doc AWP CO SL District Reason Codes for Time Extension Change Orders]

:* [[media:101 Storm Water Database Initial Setup QRG.pdf|AWP CO Storm Water Database Initial Setup]]

:* [[media:101 Storm Water Land Disturbance Erosion Reporting QRG.pdf|AWP CO Storm Water Land Disturbance Erosion Reporting]]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Subcontract.doc AWP CO Subcontract]

:* [http://epg.modot.mo.gov/forms/CM/AWP_MA_Adding_Contract_Lines_For_Acceptance_Actions.doc AWP MA Adding Contract Lines For Acceptance Actions]

:* [http://epg.modot.mo.gov/forms/CM/AWP_MA_DEC_Sample_Record.docx AWP MA DEC Sample Record]

:* [http://epg.modot.mo.gov/forms/CM/AWP_MA_EditingContractAcceptanceActionsAndActionRelationships.doc AWP MA Editing Contract Acceptance Actions and Action Relationships]

:* [http://epg.modot.mo.gov/forms/CM/AWP_MA_Generating_Contract_SampleChecklist.doc AWP MA Generating Contract Sample Checklist]

:* [http://epg.modot.mo.gov/forms/CM/AWP_MA_PAL_Plant_Inspection_Record.doc AWP MA PAL Plant Inspection Record]

:* [http://epg.modot.mo.gov/forms/CM/AWP_MA_ReGenerating_Contract_Lines_For_Original_Materials_And_Acceptance_Actions.doc AWP MA Regenerating Contract Lines for Original Materials and Acceptance Actions]

:* [http://epg.modot.mo.gov/forms/CM/AWP_MA_Sample_Record_General.docx AWP MA Sample Record, General]

:* [http://epg.modot.mo.gov/forms/CM/AWP_MA_Sample_Record_General.docx AWP MA Sampling and Testing Status Report]

:* [http://epg.modot.mo.gov/forms/CM/AWP_MA_UsingFindSample.docx AWP MA Using the Find Sample Function]

====SiteManager Quick Reference Guides (QRGs) [[image:bulldozer.jpg|20px]]====

:* [http://epg.modot.mo.gov/forms/CM/Change_Order_Codes.doc Change Order Codes]

:* [http://epg.modot.mo.gov/forms/CM/Change_Order_reports.docx Change Order Reports]

:* [http://epg.modot.mo.gov/forms/CM/Change_Orders_zero_dollar.docx Change Orders - Zero Dollar]

:* [http://epg.modot.mo.gov/forms/CM/Change_Orders.docx Change Orders]
<div id="Change Orders – Mobilization and Contract Bond"></div>
:* [http://epg.modot.mo.gov/forms/CM/Change_Orders_Mobilization_and_Contract_Bond.docx Change Orders – Mobilization and Contract Bond]

:* [http://epg.modot.mo.gov/forms/CM/Change_Orders_Time_Adjustment.docx Change Orders – Time Adjustment]

:* [http://epg.modot.mo.gov/forms/CM/Change_Orders_Value_Engineering.doc Change Orders – Value Engineering]

:* [http://epg.modot.mo.gov/forms/CM/Check_for_Current_Version_of_SiteManager.doc Check for Current Version of SiteManager]

:* [http://epg.modot.mo.gov/forms/CM/Concrete_Cylinder_Sample_Sent_to_Central_Lab.doc Concrete Cylinder Sample Sent to Central Lab]

:* [http://epg.modot.mo.gov/forms/CM/Concrete_mix_design_creation.doc Concrete Mix Design Creation]

:* [http://epg.modot.mo.gov/forms/CM/Contract_Adjustments.docx Contract Adjustments]

:* [http://epg.modot.mo.gov/forms/CM/Contract_Master_List.docx Contract Master List]

:* [http://epg.modot.mo.gov/forms/CM/Contract_Finalization.doc Contract Finalization]

:* [http://epg.modot.mo.gov/forms/CM/Contractor_Pay_Estimates.docx Contractor Pay Estimates]

:* [http://epg.modot.mo.gov/forms/CM/CRE20_Contractor_Reoporting_Excel2Oracle.docx CRE2O - Contractor Reporting Excel2Oracle]

:* [http://epg.modot.mo.gov/forms/CM/CRE20_QA_Asphalt_Guide.docx CRE2O QA Asphalt Guide]

:* [http://epg.modot.mo.gov/forms/CM/Daily_Work_Reports.docx Daily Work Reports]

:* [http://epg.modot.mo.gov/forms/CM/Diaries.docx Diaries]

:* [http://epg.modot.mo.gov/forms/CM/Digital_Signature_for_Adobe_Reader_DC_or_Pro_DC.docx Digital Signature for Adobe Reader DC or Pro DC]

:* [http://epg.modot.mo.gov/forms/CM/Disposition_Remarks_for_PAL_Materials.doc Disposition Remarks for PAL Materials]

:* [http://epg.modot.mo.gov/forms/CM/Emergency_Contacts.docx Emergency Contacts]

:* [http://epg.modot.mo.gov/forms/CM/Equipment_Rental_Rates_online.doc Equipment Rental Rates from the Blue Book]
<div id=" Equipment Verification Samples "></div>
:* [http://epg.modot.mo.gov/forms/CM/Equipment_Verification_Samples.docx Equipment Verification Samples]

:* [http://epg.modot.mo.gov/forms/CM/Estimate_Based_Documentation_Records.doc Estimate Based Documentation Records]

:* [http://epg.modot.mo.gov/forms/CM/Filtering_a_SiteManager_Pick_List.doc Filtering a SiteManager Pick List]

:* [http://epg.modot.mo.gov/forms/CM/How_to_Use_Cognos_Reports.docx How to Use Cognos Reports]

:* [http://epg.modot.mo.gov/forms/CM/Job_Order_Contracts.docx Job Order Contracts]

:* [http://epg.modot.mo.gov/forms/CM/Key_Dates.docx Key Dates]

:* [[media:101 Land Disturbance Deficiencies QRG.pdf|Land Disturbance Deficiencies]]

:* [[media:101 Land Disturbance Storm Water Database Closeout Procedure QRG.pdf|Land Disturbance Storm Water Database Closeout Procedure]]

:* [http://epg.modot.mo.gov/forms/CM/Line_Item_Adjustments.docx Line Item Adjustments]
<div id="Liquidated Damage Adjustments"></div>

:* [http://epg.modot.mo.gov/forms/CM/Liquidated_Damage_Adjustments.docx Liquidated Damage Adjustments]

:* [http://epg.modot.mo.gov/forms/CM/Milestones.docx Milestones]
<div id="Moving Files from SharePoint to CIA"></div>

:* [http://epg.modot.mo.gov/forms/CM/PAL_Plant_Inspection_and_Record.docx PAL Plant Inspection and Record]

:* [http://epg.modot.mo.gov/forms/CM/SL_Reason_Codes_for_Time_Extension_Change_Orders.doc SL District Reason Codes for Time Extension Change Orders]

:* [http://epg.modot.mo.gov/forms/CM/SL_Signal_Maintenance.docx SL District Signal Maintenance by Contractor Key Dates]
<div id=" Sample Record General Information "></div>
:* [http://epg.modot.mo.gov/forms/CM/Sample_Record_General.docx Sample Record General Information]

:* [http://epg.modot.mo.gov/forms/CM/Sample_Record_of_DEC_Inspection.doc Sample Record of DEC Inspection]

:* [http://epg.modot.mo.gov/forms/CM/Sample_Record_of_Soil_Density_Inspection.doc Sample Record of Soil Density Inspection]

:* [http://epg.modot.mo.gov/forms/CM/Sample_Record_of_Visual_Inspection.doc Sample Record of Visual Inspection]

:* [http://epg.modot.mo.gov/forms/CM/Sampling_Checklist.docx Sampling Checklist]

:* [http://epg.modot.mo.gov/forms/CM/Stockpiled_Materials.doc Stockpiled Materials]

:* [[media:101 Storm Water Database Initial Setup QRG.pdf|Storm Water Database Initial Setup]]

:* [[media:101 Storm Water Land Disturbance Erosion Reporting QRG.pdf|Storm Water Land Disturbance Erosion Reporting]]

:* [http://epg.modot.mo.gov/forms/CM/Subcontracts.docx Subcontracts]

:* [http://epg.modot.mo.gov/forms/CM/SuperPave_Adjustments.doc SuperPave Adjustments]

:* [http://epg.modot.mo.gov/forms/CM/Terminal_Services-Remote_Desktop_Connection.docx Terminal Services/Remote Desktop Connection]

:* [http://epg.modot.mo.gov/forms/CM/Vendor_Master_List.doc Vendor Master List]

==Design==
{|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="160px" align="right"
|-
|'''[http://www.modot.org/business/standards_and_specs/d-sheets.htm Microstation D-Sheets]'''
|-
|'''Signing'''
|-
|[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/D-28.doc D-28], D-29 through D-34
|-
|'''Signals'''
|-
|D-37A through D-37d, D-38 through D-38e
|-
|'''Typical Sections'''
|-
|D-49 through D-70
|-
|'''Miscellaneous'''
|-
|D-71
|}
===Bridge===
*[http://epg.modot.org/forms/DE%202017%20Forms/Environmental/404%20Permits.dot 404 Permits]

*[[media:747 Bridge Survey Checklist.xlsx|Bridge Survey Checklist]]

*[[media:747 Bridge Survey Location Request.docx|Bridge Survey Location Request]]

*[[media:747 Bridge Survey Report.docx| Bridge Survey Report Form]]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Copy%20of%20751.1.3.5_Structural_Rehabilitation_Checklist.xlsm Structural Rehabilitation Checklist (Excel)]

*[http://ghepg01/forms/BR/Vertical%20Clearance%20Design%20Exception%20Coordination%20with%20SDDCTEA%20Form.doc Vertical Clearance Design Exception Coordination with SDDCTEA]

===Checklist===
*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Design%20Progress%20Check%20List.docx Design Progress Check List]

*[[media:D-12 Aug 22 2018.pdf|District Final Design Checklist - D-12]]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Preliminary%20Plans%20Check%20List.dot Preliminary Plans Check List]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/124_Project_Reviewing_Checklist.docx Project Reviewing Checklist]

*[http://epg.modot.mo.gov/forms/DE-Checklist/Right%20of%20Way%20Check%20List.dot Right of Way Check List]

===Computer===
*[http://epg.modot.mo.gov/forms/DE-Computer/Design%20Computer%20Files%20&%20Drawings%20Log%20Sheet%20-%20D-97.dot Design Computer Files & Drawings Log Sheet - D-97]

*[http://epg.modot.mo.gov/forms/DE-Computer/MicroStation%20Computer%20Drawings%20Log%20Sheet%20-%20D96.dot MicroStation Computer Drawings Log Sheet - D96]

===Contracts===
*[http://epg.modot.org/forms/DE%202017%20Forms/BiddingContract/District%20Award.dot District Award]

*[http://www.modot.org/business/standards_and_specs/documents/ComputerDeliverableContractPlans.pdf Computer Deliverable Contract Plans 2005]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot Consultant Services Contract - State Funded (MoDOT Users)]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot De1]

*[http://epg.modot.org/forms/DE%202017%20Forms/BiddingContract/DE11_Municipal_Agreement.doc DE11]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Sample%20Scope%20of%20Services%20-%20Location%20and%20Environment.dot Sample Scope of Services - Location and Environment]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Sample%20Scope%20of%20Services%20Design.dot Sample Scope of Services Design]

===Design Forms===
*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/3R%20CONCEPTUAL%20STUDY%20REPORT.dot 3R Conceptual Study Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/4R%20PAVEMENT%20REHABILITATION%20ANALYSIS%20DATA%20AND%20CONCEPTUAL%20STUDY%20REPORT.dot 4R Pavement Rehabilitation Analysis Data and Conceptual Study Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Aerial%20Mosiac%20Submittal%20for%20Recon%20Study.dot Aerial Mosiac Submittal for Recon Study]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Commission%20Backup%20Form%20Blank.dot Commission Backup Form Blank]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Commission%20Backup%20Form%20Instructions.dot Commission Backup Form Instructions]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Conceptual%20Study%20Report.dot Conceptual Study Report]

*[[media:134.2.2.5.1 May 2017.doc|Consultant Rating Form]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Cultural%20Resource%20Assessment%20Letter.dot Cultural Resource Assessment Letter]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/D-28.doc D-28 Sign Design Order Form]

*[[media:131.1 Design Exception.docx|Design Exception Information]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Equipment%20and%20Materials%20List.dot Equipment and Materials List]

*[[media:Form 806.8.2.pdf|Form 806.8.2, Project-Specific SWPPP Information]]

*[[media:Form D21 2018.pdf|Highway Lighting Warrants D21]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Inquiry%20Report.dot Inquiry Report]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Location%20Study%20Report.dot Location Study Report]

* [[media:M-40 2013.docx|M-40 Request for Drilling Services]]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Pavement%20Distress%20Log%20Form%20-%20Asphalt%20-%2011x17.dot Pavement Distress Log Form - Asphalt - 11x17]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Pavement%20Distress%20Log%20Form%20-%20Concrete%2011x17.dot Pavement Distress Log Form - Concrete 11x17]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Pavement%20Repair%20Log.dot Pavement Repair Log]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Preliminary%20Plans%20Proposal%20Review.dot Preliminary Plans Proposal Review]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Preliminary%20Signal%20Plan%20Submittal.dot Preliminary Signal Plan Submittal]

*[http://epg.modot.mo.gov/forms/DE-DEForms/PROJECT%20ASSIGNMENTS%20AND%20COMPLETION%20DATES.dot Project Assignments and Completion Dates]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Project%20Data%20for%20BAMS.dot Project Data for BAMS]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Project%20Initialization%20Estimate%20Form.dot Project Initialization Estimate Form]

*[https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc=%7bC825A659-7DD3-4CF3-8F3D-284E3BFF6E39%7d&file=JSP-Formatting-Guide.doc&action=default Roadway Job Special Provision Formatting Guide]

*[https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc=%7b01675DEF-ADDD-465C-AF8F-868B9CF5DBE2%7d&file=Roadway%20JSP%20Instructions.docx&action=default Roadway Job Special Provision Instructions]

*[https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc={5D551D7A-2FA3-4777-BB7E-829D7D83CA92}&file=Roadway_JSP_Template.doc&action=default Roadway Job Special Provision Template]

*[[media:134.2.2.2.docx|Submittal to Professional Services Committee]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Suggested%20Revision%20to%20a%20CADD%20Standard.dot Suggested Revision to a CADD Standard]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Test-Cultural%20Resource%20Assessment%20Letter.dot Test-Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Traffic%20Signal%20Warrants,%20Form%20D22.dot Traffic Signal Warrants, Form D22]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Utility%20Print%20Submittal%20Letter.dot Utility Print Submittal Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Utility%20Print%20Submittal%20letter_Revised%20Plans.dot Utility Print Submittal letter_Revised Plans]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/WORK%20DAY%20STUDY%20-%20124.dot Work Day Study - 124]

===[http://epg.modot.org/index.php?title=Category:134_Engineering_Professional_Services#134.1.3_Consultant_Qualification Engineering Professional Services]===

===Environmental and Cultural===
*[http://epg.modot.org/forms/DE%202017%20Forms/Environmental/Categorial%20Exclusion%20Form.dot Categorical Exclusion Form]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20Form.dot Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Cultural%20Resource%20Structure%20Log.dot Cultural Resource Structure Log]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/DNR%20Land%20Survey%20Request.dot DNR Land Survey Request]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Farmland%20Conversion%20IMpact%20Rating%20(Site).dot Farmland Conversion Impact Rating (Corridor)]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Farmland%20Conversion%20Impact%20Rating%20(Corridor).dot Farmland Conversion Impact Rating (Site)]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Fig%202-06-9,%20Farmland%20Conversion%20Impact%20Rating.dot Fig 2-06-9, Farmland Conversion Impact Rating]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Initial%20Site%20Assessment%20Form.dot Initial Site Assessment Form]

*[https://www6.modot.mo.gov/EnvironmentalRequest/Pages/Login.aspx Request for Environmental Services (RES) Form]

*[http://epg.modot.org/forms/DE%202017%20Forms/Environmental/127.1%20Instructions%20for%20the%20RES%20Form.docx Instructions for the RES Form]

*[http://epg.modot.org/forms/DE%202017%20Forms/Environmental/127.1_Consultant_RES_form_instruction.docx Consultant information needed to fill out RES Form]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/STRUCT.dot STRUCT]

===Hearings===
*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot Generic Meeting Sign-Up Sheet]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Notice%20of%20Formal%20Public%20Hearing.dot Notice of Formal Public Hearing]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Open-House%20Public%20Hearing.dot Open House Public Hearing]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Public%20Hearing%20Statement%20Form.dot Public Hearing Statement Form]

===Materials===
*[http://epg.modot.mo.gov/forms/DE-Materials/Hazardous%20Waste%20Removal%20Bid%20Information.dot Hazardous Waste Removal Bid Information]

*[http://epg.modot.mo.gov/forms/DE-Materials/Itemized%20Proposal%20-%20Demolition,%20Asbestos,%20UST%20Removal.dot Itemized Proposal - Demolition, Asbestos, UST Removal]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Materials%20Suppliers,%20Source%20and%20Location.dot Materials Suppliers, Source and Location]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Request%20for%20Asphalt%20Cement%20%25%20Grade.dot Request for Asphalt Cement % Grade]

*[http://epg.modot.mo.gov/forms/DE-Materials/Soil%20Info%20Request.dot Soil Info Request]

*[http://epg.modot.mo.gov/forms/DE-Materials/Soil%20Survey%20Request.dot Soil Survey Request]

===Photo===
*[http://epg.modot.mo.gov/forms/DE-Photo/Aerial%20Photography%20Requisition.dot Aerial Photography Requisition]

*[http://epg.modot.mo.gov/forms/DE-Photo/Microfilm-Print%20Billing%20Form.dot Microfilm-Print Billing Form]

*[http://epg.modot.mo.gov/forms/DE-Photo/Prints%20of%20Previous%20Photography%20Requistion.dot Prints of Previous Photography Requistion]

*[http://epg.modot.mo.gov/forms/DE-Photo/Request%20for%20Color%20Copies.dot Request for addition to flight program]

*[http://epg.modot.mo.gov/forms/DE-Photo/Request%20for%20addition%20to%20flight%20program.dot Request for Color Copies]

===Planning===
*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/ARAN%20Report%20Request.dot ARAN Report Request]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Conceptual%20Study%20Traffic%20Count%20Request.dot Conceptual Study Traffic Count Request]

*[http://epg.modot.mo.gov/forms/DE-Planning/Fis%20Formc.dot Fis Formc]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Turning%20Movement%20Traffic%20Count%20Request.dot Turning Movement Traffic Count Request]

===Right of Way===
*[http://epg.modot.org/forms/DE-ROW/Certification%20of%20Right%20of%20Way%20Plans%20for%20Condemnation%20Letter.dot Certification of Right of Way Plans for Condemnation Letter]

*[http://epg.modot.mo.gov/forms/DE-ROW/Forthcoming%20RW%20Plan%20changes.dot Forthcoming RW Plan Changes]

*[http://epg.modot.mo.gov/forms/DE-ROW/Preliminary%20Right%20of%20Way%20Estimate.dot Preliminary Right of Way Estimate]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Approval%20(Amended_Plans)%20Condemnation%20Required.dot Right of Way Approval (Amended Plans) Condemnation Required]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Plans%20Reviewed.dot Right of Way Plans Reviewed]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Plans%20to%20Dist%20RW%20Agent.dot Right of Way Plans to Dist RW Agent]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Change%20Information%20for%20Microfilming.dot RW Change Information for Microfilming]

*[[media:236.13.15 2014 certification.docx|Certification Document]]

*[http://epg.modot.org/forms/DE%202017%20Forms/RW/RW%20Plans%20Approval%20-%20Letter%20of%20Certification.dot RW Plans Approval - Letter of Certification]

===Scoping===
*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Bridge%20Checklist.dot Bridge Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Construction%20and%20Materials%20Checklist.dot Construction and Materials Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/104.6_Design_Checklist_Apr_26,_2012.doc Design Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Project%20Scoping%20Memorandum.dot Draft Project Scoping Memorandum]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Environmental%20Checklist.dot Environmental Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/FHWA%20Checklist.dot FHWA Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Maintenance%20Checklist.dot Maintenance Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Major%20Project%20Scope%20or%20Estimate%20Change.dot Major Project Scope or Estimate Change]
[[image:101 survey.jpg|right|150px]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Non-Major%20Project%20Scope%20or%20Estimate%20Change.dot Non-Major Project Scope or Estimate Change]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Planning%20Checklist.dot Planning Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/104.6_Design_Liaison_Checklist.doc Design Liaison Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Project%20Estimate%20Quality%20Assurance%20Report.dot Project Estimate Quality Assurance Report]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/104.6_Project_Scoping_Checklist_Apr_26,_2012.doc Project Scoping Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Project%20Scoping%20Memorandum.dot Project Scoping Memorandum]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Public%20Information%20and%20Outreach%20Checklist.dot Public Information and Outreach Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Railroad%20Checklist.dot Railroad Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Right%20of%20Way%20Checklist.dot Right of Way Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Traffic%20Checklist.dot Traffic Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Utilities%20Checklist.dot Utilities Checklist]

===Survey===
*[[media:747 Bridge Survey Location Request.docx|Bridge Survey Location Request]]

*[http://epg.modot.mo.gov/forms/DE-Survey/Center%20Line%20Staking%20-%20Letter%20to%20Property%20Owner.dot Center Line Staking - Letter to Property Owner]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/Center%20Line%20Staking.dot Center Line Staking]

*[http://epg.modot.mo.gov/forms/DE-Survey/Permanent%20RW%20Marker%20Setting%20-%20letter%20to%20property%20owner.dot Permanent RW Marker Setting - letter to property owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Permanent%20RW%20Marker%20Settings.dot Permanent RW Marker Settings]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/238.2.18.2_Plat_Review_Checklist.pdf Form 238.2.18.2 Plat Review Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/Preliminary%20Surveying%20-%20letter%20to%20property%20owner%201.dot Preliminary Surveying - letter to property owner 1]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/Preliminary%20Surveying%20-%20letter%20to%20property%20owner.dot Preliminary Surveying - letter to property owner]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/Preliminary%20Surveying.dot Preliminary Surveying]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/238.2.17_Professional_Land_Surveyor_2013.doc Professional Land Surveyor Description Review Form]

*[http://epg.modot.mo.gov/forms/DE-Survey/RW%20Marker%20Setting.dot RW Marker Setting]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/Survey%20Request%20Form.dot Survey Request Form]

==External Civil Rights==
*[[media:101 Contractor's Monthly New Employee Report.pdf|Contractor's Monthly New Employee Report]]

*[[media:101 Sample Company Workforce Diversity Job Special Provision Action Plan.docx|Sample Company Workforce/Diversity Job Special Provision Action Plan]]

* [http://epg.modot.mo.gov/forms/CM/DBE_Substitution_Form%20.pdf DBE Substitution Form]

*[[media:101 Workforce Pilot Program Employee Notification.pdf|Workforce Pilot Program Employee Notification]]

==Financial Services==
*[[media:235 Agreements Checklist.doc|Agreements Checklist]]

==Maintenance==
*[[media:101 Maintenance - Deer Death Report Form and Map.xls|Deer Death Report Form and Map (Excel)]]

*[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Inspections/WorkZone_Inspection-form%202014.pdf Work Zone Inspection Form]

===Chip Seal Forms===
*[http://wwwi/maintenance/Forms/App%20Adjust%20Form.pdf Application Adjustment Factor Form]
*[http://wwwi/maintenance/Forms/Traffic%20Eval%20Factor.pdf Traffic Evaluation Factor (TEF) for Asphalt Application Adjustment]

===Bridge Maintenance===
*[[media:101 Maintenance - blankinspreport.pdf|Blank Inspection Report]]
*[[media:101 Maintenance - bridgemaintenancerepairreport.xls|Bridge Maintenance Repair Report (Excel)]]
*[http://ghepg01/forms/BR/774_Cathodic_System_Evaluation.dotx Cathodic System Evaluation]
*[[media:101 Maintenance - CIF - Written form.dot|CIF (Critical Inspection Finding)]]
*[[media:101 Maintenance - Follow-up Action Required-Written form.doc|FAR (Follow-Up Action Required)]]
*[[media:101 Maintenance - maintmatlusage.xls|Maintenance Material Usage (Excel)]]
*[[media:101 Maintenance - Maintenance Recommendation Report.pdf|Maintenance Recommendation Report]]
*[[media:101 Maintenance - paintdatareportformblank.xls|Paint Data Report (Excel)]]
*[[media:101 Maintenance - Photo Log.xls|Photo Log Sheet (Excel)]]

===Snow & Ice Control===
*[[media:101 Maintenance - Snow and Ice Control Equipment Inventory.xls|Snow and Ice Control Equipment Inventory (Excel)]]
*[[media:101 Maintenance - Chemical Requirements.xls|Chemical Requirements (Excel)]]
*[[media:101 Maintenance - Salt Storage.xls|Salt Storage (Excel)]]

===Rest Areas===
*[[media:101 Maintenance - Rest Area Truck Parking.xls|Rest Area Truck Parking (Excel)]]
*[[media:101 Maintenance - REST AREA inspection_2005.doc|Rest Area Inspection]]

===Commuter Lots===
*[[media:101 Maintenance - Commuter Lot Inspection Form.xls|Commuter Lot Inspection (Excel)]]
*[[media:101 Maintenance - Commuter Lot Survey.pdf|Commuter Lot Survey]]

===Disasters===
*[[media:101 Maintenance - DDIR.xls|Detailed Damage Inspection Report (Excel)]]
*[[media:101 Maintenance - Non Federal Aid Route DDIR.xls|FEMA Detailed Damage Inspection Report (Excel)]]

===Performance Indicators===

===Pavement Management===

==Motor Carrier Services==
*[http://epg.modot.mo.gov/forms/MCS/Accounting%20Payment%20Error%20Notice.dot Accounting Payment Error Notice]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Altered%20Temporary.dot IRP Altered Temporary]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Outstanding%20Temporaries.dot IRP Outstanding Temporaries]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Surrendering%20Plates.dot IRP Surrendering Plates]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Suspension.dot IRP Suspension]

*[http://epg.modot.mo.gov/forms/MCS/IRP-IFTA%20Reject%20Letters.dot IRP-IFTA Reject Letters]

*[http://epg.modot.mo.gov/forms/MCS/MCS%20MoDOT%20Letterhead.dot MCS MoDOT Letterhead]

==Planning==
*[http://epg.modot.mo.gov/forms/MCS/MCS%20MoDOT%20Letterhead.dot MTFC Letterhead]

==Right of Way==
*[http://epg.modot.mo.gov/forms/RW/RW%20Mortgage%20Analyzer.xlt RW Mortgage Analyzer (Excel)]
===General Information===
===Right of Way Organization and Personnel===
===Administration===

*[http://epg.modot.org/forms/RW/Chapter%203_Administration/RW%20Cost%20Estimate%20Form%203.3.3B.docx Acquisition Complete Cost Estimate Worksheet_(Form 3-3_3B)]

*[http://eprojects/Templates/RW/Chapter%203_Administration/Categorical%20Exclusion%20Review_Form%203-1_2.docx Categorical Exclusion Review_(Form 3-1_2)]

*[http://epg.modot.org/forms/RW/Chapter%203_Administration/RW%20Cost%20Estimate%20Worksheet%20Form%203.3.3A.docx Right of Way Cost Estimate Worksheet_(Form 3-3_3A)]

===Description Writing and Titles===

*[http://epg.modot.org/forms/RW/Chapter%204_Description%20Writing%20&%20Titles/Affidavit%20of%20Scriveners%20Error%20Form%204_6_4a.docx Affidavit of Scrivener's Error (Form 4-6.4a)]

===Property Management===

*[http://eprojects/Templates/RW/Chapter%205_Property%20Management/Real%20Estate%20Risk%20Assessment%20Form.pdf Real Estate Risk Assessment Form]

*[http://eprojects/Templates/RW/Chapter%205_Property%20Management/Realty%20Asset%20Sale%20Legal%20Opinion%20Memo.docx Realty Asset Sale Legal Opinion Memo]

*[http://epg.modot.org/forms/RW/Chapter%205_Property%20Management/Request%20for%20Excess%20Parcel%20Survey%20Form%20236.5.19a.docx Request for Excess Parcel Survey (Form 236.5.19a)]

===Appraisal and Appraisal Review===
===Negotiation===
===Relocation Assistance Program===

*[http://epg.modot.org/forms/RW/Chapter%208_Relocation/Advance%20Increased%20Interest%20Payment%20Agreement%20Form%20236.8.11.4.D.2.docx Advance Increased Interest Payment Agreement (Form 236.8.11.4(d)(2))]

*[http://epg.modot.org/forms/RW/Chapter%208_Relocation/Advance%20Replacement%20Housing%20and%20Increased%20Interest%20Pmt%20Agreement%20Form%20236.8.11.4.D.1.docx Advance Replacement Housing and Increased Interest Payment Agreement (Form 236.8.11.4(d)(1))]

*[http://epg.modot.org/forms/RW/Chapter%208_Relocation/Condemnation%20Agreement%20Residential%20Property%20Form%20236.8.9.3.E.1.docx Condemnation Agreement Residential Property (Form 236.8.9.3(e)(1))]

*[http://epg.modot.org/forms/RW/Chapter%208_Relocation/Relocation%20Report%20Form%20236.8.6.4.docx Relocation Report (Form 236.8.6.4)]

*[http://epg.modot.org/forms/RW/Chapter%208_Relocation/Relocatee%20Needs%20Questionnaire%20Form%20236.8.5.2.docx Relocatee Needs Questionnaire]

===Asbestos Abatement-Removal of Building Improvement===
===Right Of Way Condemnation===
===Mediation===
===Quality Assurance Reviews===
===Designing Right of Way Plans===
===Change in Route Status Report===
===Requests from Cities for Annexations===
===[[236.16 Outdoor Advertising#Failure to provide|Outdoor Advertising]]===

===Junkyards===

* [[media:236.17 Application for License to Maintain a Junkyard.docx|Application for License to Maintain a Junkyard]]

===Local Public Agency Land Acquisition===

[[image:101 bottom.jpg|center|1025px]]

Category:101 Standard Forms

2019-01-29T18:40:04Z

Oligst1: Moved JSP Instructions down with other JSPs

{|style="padding: 0.3em; margin-left:2px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="520px" align="right"
|-
|EPG articles are not referenced as "sections" but as EPG XXX.X to avoid confusion with MoDOT specs (which are contractually binding).
|}
== ==
Standard forms organized by functional unit are accessible from this page. '''The files accessible by the links below are identical to those accessed through Word, Excel or other software application by MoDOT employees.''' Many of these file links are also contained in Engineering Policy Guide articles that refer to the forms.

==Bridge==
*[http://epg.modot.mo.gov/forms/BR/Bridge%20Division%20Memo.dot Bridge Division Memo]

*[[media:101 Bridge Hydraulics Report.docx|Bridge Hydraulics Report]]

*[http://epg.modot.mo.gov/forms/BR/Change%20Order.dot Change Order]
<div id="Constructability Questioinnaire"></div>

*[http://epg.modot.mo.gov/forms/BR/Constructability%20Questionnaire.dot Constructability Questioinnaire]

*[[media:101 Culvert Hydraulics Report.docx|Culvert Hydraulics Report]]
[[image:101 Bridge.jpg|right|150px]]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/131.1_Design_Exception.docx Design Exception Information]

*[http://epg.modot.mo.gov/forms/BR/Design%20Except%20to%20District.dot Design Except to District]

*[[media:101 Design Layout Box 2014.docx|Design Layout (Box)]]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Grade).dot Design Layout (Grade)]

*[[media:101 Design Layout Stream 2014.docx|Design Layout (Stream)]]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Wall).dot Design Layout (Wall)]
<div id="Floodplain Development Permit/Application"></div>

*[[media:101 Floodplain Development Permit Application May 2018.pdf|Floodplain Development Permit/Application]]

*[[media:101 Floodplain Development Permit To District Cover Letter.docx|Floodplain Development Permit To District Cover Letter]]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20FHWA.dotx Layout to FHWA]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20Railroad.dot Layout to Railroad]

*[http://epg.modot.mo.gov/forms/BR/Missouri-Illinois%20Border%20Bridge%20Clearinghouse%20Form.dot Missouri-Illinois Border Bridge Clearinghouse Form]

*[[media:101 No Rise Certificate 2018.pdf|No-Rise Certificate]]

*[[media:751.1.2.20 Request.xlsx|Request for Final Soundings for Structures Form]]

*[http://epg.modot.mo.gov/forms/BR/Telefax.dot Telefax]

*[http://epg.modot.mo.gov/forms/BR/Transmittal%20Letter.dot Transmittal Letter]

*[[media:131.1.7 Vertical Clearance Design Exception Coordination with SDDCTEA.pdf|Vertical Clearance Design Exception Coordination with SDDCTEA]]

==Construction and Materials==
*[http://epg.modot.mo.gov/forms/CM/30_Day_Reminder_Final_Invoice_Letter.pdf 30 Day Reminder Final Invoice Letter]

*[http://epg.modot.mo.gov/forms/CM/60_Day_Final_Acceptance_Letter.pdf 60 Day Final Acceptance Letter]

*[https://www.modot.org/media/977 ADA Checklist]

*[http://epg.modot.mo.gov/forms/CM/Aggregate_Base_Random_Locations.xlsm Aggregate Base Random Locations]

*[http://epg.modot.mo.gov/forms/CM/As_Built_Final_Plans_Checklist_SL_District.pdf As Built Plans Checklist - SL District]

*[http://epg.modot.mo.gov/forms/CM/Asbestos_Bulk_Sample_Bridge_CL_EL_5.pdf Asbestos Bulk Sample Bridge CL EL 5]

*[http://epg.modot.mo.gov/forms/CM/Asbestos_Bulk_Sample_Parcel_CL_EL_5.pdf Asbestos Bulk Sample Parcel CL EL 5]

*[http://epg.modot.mo.gov/forms/CM/Asbestos_Survey_Report_T746_T747_T748_C760.pdf Asbestos Survey Report - All Suspect ACM (Form T746), Nonfriable ACM (Form T747) and All Materials (Form T748)]

*[http://epg.modot.mo.gov/forms/CM/Asphalt_Core_Spreadsheet.xlsx Asphalt Core Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/Asphalt_Mix_Design.xlsm Asphalt Mix Design]

*[http://epg.modot.mo.gov/forms/CM/Asphalt_Random_Locations.xlsm Asphalt Random Locations]

*[http://epg.modot.mo.gov/forms/CM/KC_Asphalt_Roadway_Report.xlsx Asphalt Roadway Report]

*[http://epg.modot.mo.gov/forms/CM/KC_Asphalt_Roadway_Report_Square_Yards.xls Asphalt Roadway Report Square Yards]

*[http://epg.modot.mo.gov/forms/CM/Bridge_Bearings.xlsx Bridge Bearings]

*[http://epg.modot.mo.gov/forms/CM/Bridge_Clearance_Report_C239A.pdf Bridge Clearance Report (C-239A)]

*[http://epg.modot.mo.gov/forms/CO/Bridge%20Fabrication%20Report.dot Bridge Fabrication Report]

*[http://epg.modot.mo.gov/forms/CM/Change%20Order.XLS Change Order]

*[http://epg.modot.mo.gov/forms/CM/Job_Site_Bulletin_Board_Checklist_fillable.pdf Checklist of the jobsite posters]

*[http://epg.modot.mo.gov/forms/CM/CUF_Determination_Form.pdf Commercially Useful Function (CUF) Determination Form]

*[http://epg.modot.mo.gov/forms/CM/Compressive%20Strength%20for%20Forney.xls Compressive Strength for Forney]

*[http://epg.modot.mo.gov/forms/CM/Concrete%20Daily%20Inspection%20Report%20C-681.xls Concrete Daily Inspection Report, C-681]

*[http://epg.modot.mo.gov/forms/CM/Concrete_Cylinder_Sample_Sent_to_Central_Lab.doc Concrete Cylinder Sample Sent to Central Lab]

*[http://epg.modot.mo.gov/forms/CM/Concrete_Roadway_Report.pdf Concrete Roadway Report]

*[http://epg.modot.mo.gov/forms/CM/Contingent_Item_Price_Check.pdf Contingent Item Price Check]

*[http://epg.modot.mo.gov/forms/CM/Contractor_Performance_Evaluation_Letter.pdf Contractor Performance Evaluation Letter]

*[http://epg.modot.mo.gov/forms/CM/Contractor_Performance_Evaluation_Signature_Page.pdf Contractor Performance Evaluation Signature Page]

*[http://epg.modot.mo.gov/forms/CM/C9_Daily_Utility_Report.pdf Daily Utility Report (C-9).dot]

*[http://epg.modot.mo.gov/forms/CM/Dimensions%20To%20Tons%20Converter.xlsx Dimensions To Tons Converter]

*[http://epg.modot.mo.gov/forms/CM/EEO_Checklist.pdf EEO Checklist]

*[http://epg.modot.mo.gov/forms/CM/Fence_Removal_Notice.pdf Fence Removal Notice]

*[http://ghdcogwp01/c10/cgi-bin/cognosisapi.dll?b_action=cognosViewer&ui.action=run&ui.object=%2fcontent%2ffolder%5b%40name%3d%27SiteManager%20Reporting%27%5d%2ffolder%5b%40name%3d%27Headquarters%27%5d%2ffolder%5b%40name%3d%27Contract%20-Administration%27%5d%2freport%5b%40name%3d%27C239_Final_Acceptance_Report%27%5d&ui.name=C239_Final_Acceptance_Report&run.outputFormat=PDF&run.prompt=true&ui.backURL=%2fc10%2fcgi-bin%2fcognosisapi.dll%3fb_action%3dxts.run%26m%3dportal%2fcc.xts%26m_folder%3di734C7F8180CF4B9BA373FD704584E006 Final Acceptance Report (C-239), Cognos Report]

*[http://epg.modot.mo.gov/forms/CM/Final_Acceptance_C_239.pdf Final Acceptance Report (C-239), pdf version]

*[http://epg.modot.mo.gov/forms/CM/Final_Plans_Certification.pdf Final Plans Certification]

*[http://epg.modot.mo.gov/forms/CM/Final_Plans_Checklist.pdf Final Plans Checklist]

*[http://epg.modot.mo.gov/forms/CM/KC_Final_Plans_Memo.pdf Final Plans Memo]

*[http://epg.modot.mo.gov/forms/CM/C13_Final_Utility_Report.pdf Final Utility Report (C-13)]

*[http://epg.modot.mo.gov/forms/CM/Force_Account_Spreasheet.xlsx Force Account Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/Form%20M-45%20Bitumin%20Distributor%20Calibration.doc Form M-45 Bitumin Distributor Calibration]

*[http://epg.modot.mo.gov/forms/CM/Fuel_Adjustment_Calculation.xlsx Fuel Adjustment Calculation]

*[http://epg.modot.mo.gov/forms/CM/Inspectors_Pay_Qty_Report_IPQR.pdf Inspectors Pay Qty Report (IPQR)]

*[http://epg.modot.mo.gov/forms/CM/Internal_MoDOT_Product_Form.pdf Internal MoDOT Product Form]

*[http://epg.modot.mo.gov/forms/CM/IRI_Inertial_Profiler_Report_with_Bonus.xlsm IRI Inertial Profiler Report with Bonus]

*[http://epg.modot.mo.gov/forms/CM/JOC_2016_Rail_Cable_Fence_Spreadsheet.xlsx JOC 2016 Rail Cable Fence Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/JOC_2017_Rail_Cable_Fence_Spreadsheet.xlsx JOC 2017 Rail Cable Fence Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/JOC_2018_Rail_Cable_Fence_Spreadsheet.xlsx JOC 2018 Rail Cable Fence Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/JOC_Asphalt_Pavement_Repair.xlsm JOC Asphalt Pavement Repair]

*[http://epg.modot.mo.gov/forms/CM/JOC_Bridge_Repair_Spreadsheet.xlsm JOC Bridge Repair Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/JOC_Concrete_Pavement_Repair.xlsm JOC Concrete Pavement Repair]

*[http://epg.modot.mo.gov/forms/CM/JOC_Lighting_Repair.xlsx JOC Lighting Repair]

*[http://epg.modot.mo.gov/forms/CM/JOC_Microsurfacing_Spreadsheet.xlsx JOC Microsurfacing Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/JOC_Signal_and_Lighting_Repair.xlsm JOC Signal and Lighting Repair]

*[http://epg.modot.mo.gov/forms/CM/Milestone_Worksheet.pdf Milestone Worksheet]

*[http://epg.modot.mo.gov/forms/CM/Mobile_Mixer_Calibration.pdf Mobile Mixer Calibration]

*[http://epg.modot.mo.gov/forms/CM/Mobile_Mixer_Verification_Sheet.dotx Mobile Mixer Verification Sheet]

*[http://epg.modot.mo.gov/forms/CM/Nuclear_Density_C709ND.pdf Nuclear Density (C-709ND)]

*[http://epg.modot.mo.gov/forms/CM/Nuclear_Density_of_Plastic_Portland_Cement_Concrete_C_710ND.pdf Nuclear Density of Plastic Portland Cement Concrete (C-710ND)]

*[http://epg.modot.mo.gov/forms/CM/Order_Record.pdf Order Record (C-259)]

*[http://epg.modot.mo.gov/forms/CM/Outlier%20Analysis.xls Outlier Analysis]

*[http://epg.modot.mo.gov/forms/CM/Pavement_Type_Selection_Submittal.pdf Pavement Type Selection Submittal Information (PTS Submittal Form)]

*[http://epg.modot.mo.gov/forms/CM/Payroll_Log.xltx Payroll Log Form]

*[http://epg.modot.mo.gov/forms/CM/Pile%20Driving%20Chart2.xls Pile Driving Chart]

*[http://epg.modot.mo.gov/forms/CM/Pile_Driving_Data.pdf Pile Driving Data]

*[http://epg.modot.mo.gov/forms/CM/Pore_Pressure_Report_Type_A.pdf Pore Pressure Report - Type A]

*[http://epg.modot.mo.gov/forms/CM/Pore_Pressure_Report_Type_B.pdf Pore Pressure Report - Type B]

<div id="PreCon Letter - Federal No Trainees"></div>
*[http://epg.modot.mo.gov/forms/CM/PreCon_Letter_Federal.pdf PreCon Letter - Federal]

*[http://epg.modot.mo.gov/forms/CM/PreCon_Letter_State.pdf PreCon Letter - State]

*[http://epg.modot.mo.gov/forms/CM/Prestress_Deficiency_Report.pdf Prestress Deficiency Report (1029-01)]

*[http://epg.modot.mo.gov/forms/CM/Price_Verification.xlsx Price Verification]

*[http://epg.modot.mo.gov/forms/CM/Railroad_Crossing_Inspection.pdf Railroad Crossing Inspection]

*[http://epg.modot.mo.gov/forms/CM/RE_Letterhead.pdf RE Letterhead]

*[http://epg.modot.mo.gov/forms/CM/Retroreflectivity_Payment_Adjustment.xlsm Retroreflectivity Payment Adjustment]

*[http://epg.modot.mo.gov/forms/CM/Retroreflectometer_Request.xlsx Retroreflectometer Request]

*[http://epg.modot.mo.gov/forms/CM/Retroreflectometer_Results.xlsm Retroreflectometer Results]

*[http://epg.modot.mo.gov/forms/CM/RM_Aggregate_Scale_Calibration_200.dotx RM Aggregate Scale Calibration - 200]

*[http://epg.modot.mo.gov/forms/CM/RM_Aggregate_Scale_Calibration_300.dotx RM Aggregate Scale Calibration - 300]

*[http://epg.modot.mo.gov/forms/CM/RM_Aggregate_Scale_Calibration_350.dotx RM Aggregate Scale Calibration - 350]

*[http://epg.modot.mo.gov/forms/CM/RM_Air_Dispenser_Calibration.dotx RM Air Dispenser Calibration]

*[http://epg.modot.mo.gov/forms/CM/RM_Cement_Scale_Calibration_150.dotx RM Cement Scale Calibration - 150]

*[http://epg.modot.mo.gov/forms/CM/RM_Cement_Scale_Calibration_175.dotx RM Cement Scale Calibration - 175]

*[http://epg.modot.mo.gov/forms/CM/RM_Cement_Scale_Calibration_200.dotx RM Cement Scale Calibration - 200]

*[http://epg.modot.mo.gov/forms/CM/RM_Concrete_Systems_Form.dotx RM Concrete Systems Form]

*[http://epg.modot.mo.gov/forms/CM/RM_Equipment_Calibrated_and_Verified_Form.dotx RM Equipment Calibrated and Verified Form]

*[http://epg.modot.mo.gov/forms/CM/RM_Truck_Mixer_Information_Form.dotx RM Truck Mixer Information Form]

*[http://epg.modot.mo.gov/forms/CM/RM_Water_Calibration.dotx RM Water Calibration]

*[http://epg.modot.mo.gov/forms/CM/RoCap_Test_Form_Long_Bolts.pdf RoCap Test Form - Long Bolts]

*[http://epg.modot.mo.gov/forms/CM/RoCap_Test_Form_Short_Bolts.pdf RoCap Test Form - Short Bolts]

*[http://epg.modot.mo.gov/forms/CM/Semi_Annual_Labor_Compliance_Report.dotx Semi-annual Labor Compliance Report]

*[http://epg.modot.mo.gov/forms/CM/Semi_Final_Inspection_C_236.pdf Semi-Final Inspection (C-236)]

*[http://epg.modot.mo.gov/forms/CM/Sitemanager_Contractor_Payment_Schedule.pdf Sitemanager Contractor Payment Schedule]

*[http://epg.modot.mo.gov/forms/CM/Standard%20Compaction%20Test%20Blank.xls Standard Compaction Test Blank]

*[http://epg.modot.mo.gov/forms/CM/Survey%20Calculator.xlsx Survey Calculator]

*[http://epg.modot.mo.gov/forms/CM/Tank%20Capacity%202.0.xls Tank Capacity]

*[http://epg.modot.mo.gov/forms/CM/CR1_Wage_Rate_Interview.pdf Wage Interview (Form CR-1)]

*[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Inspections/WorkZone_Inspection-form%202014.pdf Work Zone Inspection Form]

===Forms for Contractor Use ===
====Construction and Contractor Related====

:* [http://epg.modot.mo.gov/forms/CM/Blank_2AA_Sheet.pdf 2AA Sheet – Blank]

:* [http://epg.modot.mo.gov/forms/CM/Example_2AA_Sheet.pdf 2AA Sheet – Example]

:* [http://epg.modot.mo.gov/forms/CM/Affidavit_for_Compliance_with_Prevailing_Wage.pdf Affidavit for Compliance with Prevailing Wage Law]

:* [http://epg.modot.mo.gov/forms/CM/Contractors_Affidavit_C-242.pdf Contractor's Affidavit Regarding Settlement of Claims (C-242)]

:* [http://epg.modot.mo.gov/forms/CM/Contractor_Questionnaire.pdf Contractor Questionnaire] (to bid contracts less than $2,000,000)

:* [http://epg.modot.mo.gov/forms/CM/DBE_Contractor_Project_Trucker_Equipment_List_Form.pdf DBE Contractor Project Trucker Equipment List Form]

:* [http://epg.modot.mo.gov/forms/CM/DBE_Contractor_Subcontractor_Project_Trucker_Form_Instructions.pdf DBE Contractor Subcontractor Project Trucker Form Instructions]

:* [[media:101 DBE Identification Submittal Form.pdf|DBE Identification Submittal Form]]

:* [http://epg.modot.mo.gov/forms/CM/DBE_Substitution_Form%20.pdf DBE Substitution Form]

:* [http://epg.modot.org/forms/CM/Lead_Abatement_MODOT_Contractor_Informational_Packet.pdf Lead Abatement MoDOT Contractor Informational Packet]

:* [http://epg.modot.org/forms/CM/Lead_Abatement_MODOT_FA_Project_Notification.pdf Lead Abatement MoDOT FA Project Notification]

:* [http://epg.modot.org/forms/CM/Lead_Abatement_MODOT_Project_Notification.pdf Lead Abatement MoDOT Project Notification]

:* [http://epg.modot.org/forms/CM/Lead_Abatement_MODOT_Project_Re_Notification.pdf Lead Abatement MoDOT Project Re-Notification]

:* [http://epg.modot.org/forms/CM/Lead_Abatement_Program_Contact_Info.pdf Lead Abatement Program Contact Info]

:* [http://eprojects/Templates/MODOT_Workforce_JSP_Cummulative_Workforce_Hours_Report.xlsx MoDOT Workforce JSP Cumulative Workforce Hours Report]

:* [http://epg.modot.mo.gov/forms/CM/MoDOT_Workforce_Pre_Construction_Diversity_Plan_Report.xlsx MoDOT Workforce Pre-Construction Diversity Plan Report]

:* [http://epg.modot.org/forms/CM/OJT_1_Trainee_Notification.pdf OJT-1, Trainee Notification]

:* [http://epg.modot.org/forms/CM/OJT_2_Contractor_Monthly_Training_Report.pdf OJT-2, Contractor Monthly Trainee Report]

:* [http://epg.modot.org/forms/CM/OJT_3_Training_Completion.pdf OJT-3, Training Completion]

:* [http://epg.modot.mo.gov/forms/CM/OJT_4_Trainee_Contact.pdf OJT-4, Trainee Contact]

:* [http://epg.modot.mo.gov/forms/CM/OJT_5_Discrimination_Complaint.pdf OJT-5, Discrimination Complaint]

:* [http://epg.modot.mo.gov/forms/CM/OJT_6_Final_Trainee_Summary.pdf OJT-6, Training Summary]

:* [http://epg.modot.org/forms/CM/Prequalification_Questionnaire.pdf Prequalification Contractor Questionnaire] (to bid a contract of any size)

:* [https://www.modot.org/media/12323 Request to Subcontract Work (C-220)]

:* [http://epg.modot.org/forms/CM/Subcontractor_Certification_Regarding_Affirmative_Action.pdf Subcontractor Certification Regarding Affirmative Action]

:* [http://epg.modot.org/forms/CM/Value_Engineering_Proposal_C_104.pdf Value Engineering Change Proposal (C-104)]

:* [http://epg.modot.org/forms/CM/Wage_Flow_Chart_for_Federal_Jobs.pdf Wage Flowchart for Federal Jobs – Precon]

:* [http://epg.modot.org/forms/CM/Wage_Flow_Chart_for_State_Jobs.pdf Wage Flowchart for State Jobs – Precon]

:* [http://epg.modot.org/forms/CM/Waste_Disposal_Agreement.pdf Waste Disposal Agreement]

====Materials Related====
:*[http://epg.modot.mo.gov/forms/CM/AsphPlantInspCumulative.xls Asphalt Inspection Worksheet Cumulative Gradation]

:*[http://epg.modot.mo.gov/forms/CM/AsphPlantInspNonCumulative.xls Asphalt Inspection Worksheet Non-Cumulative Gradation]

:*[http://epg.modot.mo.gov/forms/CM/PipeShippingReportForm2.pdf CMP, RCP, Precast Drainage Units and Precast Box Culvert Shipping Report Form]

:*[http://epg.modot.mo.gov/forms/CM/Concrete%20Mix%20Design%20Submittal%20Form.xls Concrete Mix Design Submittal Form]

:*[http://epg.modot.mo.gov/forms/CM/Missouri%20CoreLok%20Aggregate%20Workbook.xls CoreLok Aggregate Workbook]

:*[http://epg.modot.mo.gov/forms/CM/GS013F2.pdf Fabricator’s PAL Receival Form]

:*[http://epg.modot.mo.gov/forms/CM/NewProductEvaluationForm.pdf New Product Evaluation Form]

:*[http://epg.modot.mo.gov/forms/CM/GS013F4.pdf PAL Program Inclusion Certifications and Guarantee Statement]

:*[http://epg.modot.org/forms/CM/Producer_Supplier_List.pd Producer/Supplier List]

:*[http://epg.modot.mo.gov/forms/CM/PipeShippingReportForm_Thermoplastic.pdf PVC & HDPE Pipe Shipping Report Form]

:*[http://epg.modot.mo.gov/forms/CM/Request_to_Transfer_Inspected_Matl.pdf Request for Transfer of Inspected Materials]

:*[http://epg.modot.mo.gov/forms/CM/GS013F3.pdf Shipper’s PAL Transmittal Form]

====Posters, Federal Aid====

Please refer to [http://epg.modot.org/index.php?title=Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#Required_Notices_and_Posters EPG 110.2 Federal-Aid Projects, Required Notices and Posters].

====Posters, State Aid====

Please refer to [http://epg.modot.org/index.php?title=Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#Required_Notices_and_Posters EPG 110.2 Federal-Aid Projects, Required Notices and Posters].

====Utility or Right of Way Related====

:*[http://www.modot.mo.gov/asp/intentToWork.shtml Notice of Intent to Perform Work Process]

:*[https://www6.modot.mo.gov/ElectronicPermitting/ElectronicPermitting.html# Permit for Work on Right of Way]

===Quick Reference Guides (QRGs)===
====AASHTOWare Project Quick Reference Guides (QRGs)====

:* [http://epg.modot.mo.gov/forms/CM/AWP_CM_AASHTOWARE_Project_Terminology.docx AWP CM AASHTOWARE Project Terminology]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CM_Certified_Testers.doc AWP CM Certified Testers]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CM_Filters.doc AWP CM Filters]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_1ChangeOrderOverview.doc AWP CO 1 Change Order Overview]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_2ChangeOrderAddingNewItemorOverrunUnderrunExisting.doc AWP CO 2 Change Order Adding New Item or Overrun/Underrun of Existing Items]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_3ChangeOrderTimeExtension.doc AWP CO 3 Change Order Time Extension]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_4ChangeOrderValueEngineering.doc AWP CO 4 Change Order Value Engineering]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_5ChangeOrderNoCostContractModification.doc AWP CO 5 Change Order, No Cost Contract Modification]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_6ChangeOrderMobilizationAndContractBond.doc AWP CO 6 Change Order, Mobilization and Contract Bond]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_7ChangeOrderApproval.doc AWP CO 7 Change Order Approval]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Change_Order_Codes.doc AWP CO Change Order Codes]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Change_Order_Reports.doc AWP CO Change Order Reports]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Construction_Stockpiles.doc AWP CO Construction Stockpiles]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_ContractVendorAssets.doc AWP CO Contract Vendor Assets]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Contract_Adjustments.doc AWP CO Contract Adjustments]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Contract_Times.doc AWP CO Contract Times]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_DailyDiary.doc AWP CO Daily Diary]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_DailyDiaryAdjustments.doc AWP CO Daily Diary Adjustments]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_DailyWorkReport.doc AWP CO Daily Work Report]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Disposition_Remarks_PAL_Material.doc AWP CO Disposition Remarks for PAL Material]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_EmergencyContacts.doc AWP CO Emergency Contacts]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Estimate.doc AWP CO Estimate]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Item_Adjustments.doc AWP CO Item Adjustments]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Milestones.doc AWP CO Milestones]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Signal_Maintenance.doc AWP CO Signal Maintenance]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Change_Order_Reason_Codes_for_SL_Time_Extension_Change_Orders.doc AWP CO SL District Reason Codes for Time Extension Change Orders]

:* [[media:101 Storm Water Database Initial Setup QRG.pdf|AWP CO Storm Water Database Initial Setup]]

:* [[media:101 Storm Water Land Disturbance Erosion Reporting QRG.pdf|AWP CO Storm Water Land Disturbance Erosion Reporting]]

:* [http://epg.modot.mo.gov/forms/CM/AWP_CO_Subcontract.doc AWP CO Subcontract]

:* [http://epg.modot.mo.gov/forms/CM/AWP_MA_Adding_Contract_Lines_For_Acceptance_Actions.doc AWP MA Adding Contract Lines For Acceptance Actions]

:* [http://epg.modot.mo.gov/forms/CM/AWP_MA_DEC_Sample_Record.docx AWP MA DEC Sample Record]

:* [http://epg.modot.mo.gov/forms/CM/AWP_MA_EditingContractAcceptanceActionsAndActionRelationships.doc AWP MA Editing Contract Acceptance Actions and Action Relationships]

:* [http://epg.modot.mo.gov/forms/CM/AWP_MA_Generating_Contract_SampleChecklist.doc AWP MA Generating Contract Sample Checklist]

:* [http://epg.modot.mo.gov/forms/CM/AWP_MA_PAL_Plant_Inspection_Record.doc AWP MA PAL Plant Inspection Record]

:* [http://epg.modot.mo.gov/forms/CM/AWP_MA_ReGenerating_Contract_Lines_For_Original_Materials_And_Acceptance_Actions.doc AWP MA Regenerating Contract Lines for Original Materials and Acceptance Actions]

:* [http://epg.modot.mo.gov/forms/CM/AWP_MA_Sample_Record_General.docx AWP MA Sample Record, General]

:* [http://epg.modot.mo.gov/forms/CM/AWP_MA_Sample_Record_General.docx AWP MA Sampling and Testing Status Report]

:* [http://epg.modot.mo.gov/forms/CM/AWP_MA_UsingFindSample.docx AWP MA Using the Find Sample Function]

====SiteManager Quick Reference Guides (QRGs) [[image:bulldozer.jpg|20px]]====

:* [http://epg.modot.mo.gov/forms/CM/Change_Order_Codes.doc Change Order Codes]

:* [http://epg.modot.mo.gov/forms/CM/Change_Order_reports.docx Change Order Reports]

:* [http://epg.modot.mo.gov/forms/CM/Change_Orders_zero_dollar.docx Change Orders - Zero Dollar]

:* [http://epg.modot.mo.gov/forms/CM/Change_Orders.docx Change Orders]
<div id="Change Orders – Mobilization and Contract Bond"></div>
:* [http://epg.modot.mo.gov/forms/CM/Change_Orders_Mobilization_and_Contract_Bond.docx Change Orders – Mobilization and Contract Bond]

:* [http://epg.modot.mo.gov/forms/CM/Change_Orders_Time_Adjustment.docx Change Orders – Time Adjustment]

:* [http://epg.modot.mo.gov/forms/CM/Change_Orders_Value_Engineering.doc Change Orders – Value Engineering]

:* [http://epg.modot.mo.gov/forms/CM/Check_for_Current_Version_of_SiteManager.doc Check for Current Version of SiteManager]

:* [http://epg.modot.mo.gov/forms/CM/Concrete_Cylinder_Sample_Sent_to_Central_Lab.doc Concrete Cylinder Sample Sent to Central Lab]

:* [http://epg.modot.mo.gov/forms/CM/Concrete_mix_design_creation.doc Concrete Mix Design Creation]

:* [http://epg.modot.mo.gov/forms/CM/Contract_Adjustments.docx Contract Adjustments]

:* [http://epg.modot.mo.gov/forms/CM/Contract_Master_List.docx Contract Master List]

:* [http://epg.modot.mo.gov/forms/CM/Contract_Finalization.doc Contract Finalization]

:* [http://epg.modot.mo.gov/forms/CM/Contractor_Pay_Estimates.docx Contractor Pay Estimates]

:* [http://epg.modot.mo.gov/forms/CM/CRE20_Contractor_Reoporting_Excel2Oracle.docx CRE2O - Contractor Reporting Excel2Oracle]

:* [http://epg.modot.mo.gov/forms/CM/CRE20_QA_Asphalt_Guide.docx CRE2O QA Asphalt Guide]

:* [http://epg.modot.mo.gov/forms/CM/Daily_Work_Reports.docx Daily Work Reports]

:* [http://epg.modot.mo.gov/forms/CM/Diaries.docx Diaries]

:* [http://epg.modot.mo.gov/forms/CM/Digital_Signature_for_Adobe_Reader_DC_or_Pro_DC.docx Digital Signature for Adobe Reader DC or Pro DC]

:* [http://epg.modot.mo.gov/forms/CM/Disposition_Remarks_for_PAL_Materials.doc Disposition Remarks for PAL Materials]

:* [http://epg.modot.mo.gov/forms/CM/Emergency_Contacts.docx Emergency Contacts]

:* [http://epg.modot.mo.gov/forms/CM/Equipment_Rental_Rates_online.doc Equipment Rental Rates from the Blue Book]
<div id=" Equipment Verification Samples "></div>
:* [http://epg.modot.mo.gov/forms/CM/Equipment_Verification_Samples.docx Equipment Verification Samples]

:* [http://epg.modot.mo.gov/forms/CM/Estimate_Based_Documentation_Records.doc Estimate Based Documentation Records]

:* [http://epg.modot.mo.gov/forms/CM/Filtering_a_SiteManager_Pick_List.doc Filtering a SiteManager Pick List]

:* [http://epg.modot.mo.gov/forms/CM/How_to_Use_Cognos_Reports.docx How to Use Cognos Reports]

:* [http://epg.modot.mo.gov/forms/CM/Job_Order_Contracts.docx Job Order Contracts]

:* [http://epg.modot.mo.gov/forms/CM/Key_Dates.docx Key Dates]

:* [[media:101 Land Disturbance Deficiencies QRG.pdf|Land Disturbance Deficiencies]]

:* [[media:101 Land Disturbance Storm Water Database Closeout Procedure QRG.pdf|Land Disturbance Storm Water Database Closeout Procedure]]

:* [http://epg.modot.mo.gov/forms/CM/Line_Item_Adjustments.docx Line Item Adjustments]
<div id="Liquidated Damage Adjustments"></div>

:* [http://epg.modot.mo.gov/forms/CM/Liquidated_Damage_Adjustments.docx Liquidated Damage Adjustments]

:* [http://epg.modot.mo.gov/forms/CM/Milestones.docx Milestones]
<div id="Moving Files from SharePoint to CIA"></div>

:* [http://epg.modot.mo.gov/forms/CM/PAL_Plant_Inspection_and_Record.docx PAL Plant Inspection and Record]

:* [http://epg.modot.mo.gov/forms/CM/SL_Reason_Codes_for_Time_Extension_Change_Orders.doc SL District Reason Codes for Time Extension Change Orders]

:* [http://epg.modot.mo.gov/forms/CM/SL_Signal_Maintenance.docx SL District Signal Maintenance by Contractor Key Dates]
<div id=" Sample Record General Information "></div>
:* [http://epg.modot.mo.gov/forms/CM/Sample_Record_General.docx Sample Record General Information]

:* [http://epg.modot.mo.gov/forms/CM/Sample_Record_of_DEC_Inspection.doc Sample Record of DEC Inspection]

:* [http://epg.modot.mo.gov/forms/CM/Sample_Record_of_Soil_Density_Inspection.doc Sample Record of Soil Density Inspection]

:* [http://epg.modot.mo.gov/forms/CM/Sample_Record_of_Visual_Inspection.doc Sample Record of Visual Inspection]

:* [http://epg.modot.mo.gov/forms/CM/Sampling_Checklist.docx Sampling Checklist]

:* [http://epg.modot.mo.gov/forms/CM/Stockpiled_Materials.doc Stockpiled Materials]

:* [[media:101 Storm Water Database Initial Setup QRG.pdf|Storm Water Database Initial Setup]]

:* [[media:101 Storm Water Land Disturbance Erosion Reporting QRG.pdf|Storm Water Land Disturbance Erosion Reporting]]

:* [http://epg.modot.mo.gov/forms/CM/Subcontracts.docx Subcontracts]

:* [http://epg.modot.mo.gov/forms/CM/SuperPave_Adjustments.doc SuperPave Adjustments]

:* [http://epg.modot.mo.gov/forms/CM/Terminal_Services-Remote_Desktop_Connection.docx Terminal Services/Remote Desktop Connection]

:* [http://epg.modot.mo.gov/forms/CM/Vendor_Master_List.doc Vendor Master List]

==Design==
{|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="160px" align="right"
|-
|'''[http://www.modot.org/business/standards_and_specs/d-sheets.htm Microstation D-Sheets]'''
|-
|'''Signing'''
|-
|[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/D-28.doc D-28], D-29 through D-34
|-
|'''Signals'''
|-
|D-37A through D-37d, D-38 through D-38e
|-
|'''Typical Sections'''
|-
|D-49 through D-70
|-
|'''Miscellaneous'''
|-
|D-71
|}
===Bridge===
*[http://epg.modot.org/forms/DE%202017%20Forms/Environmental/404%20Permits.dot 404 Permits]

*[[media:747 Bridge Survey Checklist.xlsx|Bridge Survey Checklist]]

*[[media:747 Bridge Survey Location Request.docx|Bridge Survey Location Request]]

*[[media:747 Bridge Survey Report.docx| Bridge Survey Report Form]]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Copy%20of%20751.1.3.5_Structural_Rehabilitation_Checklist.xlsm Structural Rehabilitation Checklist (Excel)]

*[http://ghepg01/forms/BR/Vertical%20Clearance%20Design%20Exception%20Coordination%20with%20SDDCTEA%20Form.doc Vertical Clearance Design Exception Coordination with SDDCTEA]

===Checklist===
*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Design%20Progress%20Check%20List.docx Design Progress Check List]

*[[media:D-12 Aug 22 2018.pdf|District Final Design Checklist - D-12]]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Preliminary%20Plans%20Check%20List.dot Preliminary Plans Check List]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/124_Project_Reviewing_Checklist.docx Project Reviewing Checklist]

*[http://epg.modot.mo.gov/forms/DE-Checklist/Right%20of%20Way%20Check%20List.dot Right of Way Check List]

===Computer===
*[http://epg.modot.mo.gov/forms/DE-Computer/Design%20Computer%20Files%20&%20Drawings%20Log%20Sheet%20-%20D-97.dot Design Computer Files & Drawings Log Sheet - D-97]

*[http://epg.modot.mo.gov/forms/DE-Computer/MicroStation%20Computer%20Drawings%20Log%20Sheet%20-%20D96.dot MicroStation Computer Drawings Log Sheet - D96]

===Contracts===
*[http://epg.modot.org/forms/DE%202017%20Forms/BiddingContract/District%20Award.dot District Award]

*[http://www.modot.org/business/standards_and_specs/documents/ComputerDeliverableContractPlans.pdf Computer Deliverable Contract Plans 2005]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot Consultant Services Contract - State Funded (MoDOT Users)]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot De1]

*[http://epg.modot.org/forms/DE%202017%20Forms/BiddingContract/DE11_Municipal_Agreement.doc DE11]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Sample%20Scope%20of%20Services%20-%20Location%20and%20Environment.dot Sample Scope of Services - Location and Environment]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Sample%20Scope%20of%20Services%20Design.dot Sample Scope of Services Design]

===Design Forms===
*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/3R%20CONCEPTUAL%20STUDY%20REPORT.dot 3R Conceptual Study Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/4R%20PAVEMENT%20REHABILITATION%20ANALYSIS%20DATA%20AND%20CONCEPTUAL%20STUDY%20REPORT.dot 4R Pavement Rehabilitation Analysis Data and Conceptual Study Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Aerial%20Mosiac%20Submittal%20for%20Recon%20Study.dot Aerial Mosiac Submittal for Recon Study]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Commission%20Backup%20Form%20Blank.dot Commission Backup Form Blank]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Commission%20Backup%20Form%20Instructions.dot Commission Backup Form Instructions]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Conceptual%20Study%20Report.dot Conceptual Study Report]

*[[media:134.2.2.5.1 May 2017.doc|Consultant Rating Form]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Cultural%20Resource%20Assessment%20Letter.dot Cultural Resource Assessment Letter]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/D-28.doc D-28 Sign Design Order Form]

*[[media:131.1 Design Exception.docx|Design Exception Information]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Equipment%20and%20Materials%20List.dot Equipment and Materials List]

*[[media:Form 806.8.2.pdf|Form 806.8.2, Project-Specific SWPPP Information]]

*[[media:Form D21 2018.pdf|Highway Lighting Warrants D21]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Inquiry%20Report.dot Inquiry Report]

*[https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc=%7bC825A659-7DD3-4CF3-8F3D-284E3BFF6E39%7d&file=JSP-Formatting-Guide.doc&action=default Job Special Provision Formatting Guide]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Location%20Study%20Report.dot Location Study Report]

* [[media:M-40 2013.docx|M-40 Request for Drilling Services]]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Pavement%20Distress%20Log%20Form%20-%20Asphalt%20-%2011x17.dot Pavement Distress Log Form - Asphalt - 11x17]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Pavement%20Distress%20Log%20Form%20-%20Concrete%2011x17.dot Pavement Distress Log Form - Concrete 11x17]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Pavement%20Repair%20Log.dot Pavement Repair Log]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Preliminary%20Plans%20Proposal%20Review.dot Preliminary Plans Proposal Review]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Preliminary%20Signal%20Plan%20Submittal.dot Preliminary Signal Plan Submittal]

*[http://epg.modot.mo.gov/forms/DE-DEForms/PROJECT%20ASSIGNMENTS%20AND%20COMPLETION%20DATES.dot Project Assignments and Completion Dates]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Project%20Data%20for%20BAMS.dot Project Data for BAMS]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Project%20Initialization%20Estimate%20Form.dot Project Initialization Estimate Form]

*[https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc=%7b01675DEF-ADDD-465C-AF8F-868B9CF5DBE2%7d&file=Roadway%20JSP%20Instructions.docx&action=default Roadway Job Special Provision Instructions]

*[http://epg.modot.org/forms/DE%202017%20Forms/EPG/JSP-Formatting-Guide.doc Roadway Job Special Provision Formatting Instructions]

*[https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc={5D551D7A-2FA3-4777-BB7E-829D7D83CA92}&file=Roadway_JSP_Template.doc&action=default Roadway Job Special Provision Template]

*[[media:134.2.2.2.docx|Submittal to Professional Services Committee]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Suggested%20Revision%20to%20a%20CADD%20Standard.dot Suggested Revision to a CADD Standard]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Test-Cultural%20Resource%20Assessment%20Letter.dot Test-Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Traffic%20Signal%20Warrants,%20Form%20D22.dot Traffic Signal Warrants, Form D22]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Utility%20Print%20Submittal%20Letter.dot Utility Print Submittal Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Utility%20Print%20Submittal%20letter_Revised%20Plans.dot Utility Print Submittal letter_Revised Plans]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/WORK%20DAY%20STUDY%20-%20124.dot Work Day Study - 124]

===[http://epg.modot.org/index.php?title=Category:134_Engineering_Professional_Services#134.1.3_Consultant_Qualification Engineering Professional Services]===

===Environmental and Cultural===
*[http://epg.modot.org/forms/DE%202017%20Forms/Environmental/Categorial%20Exclusion%20Form.dot Categorical Exclusion Form]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20Form.dot Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Cultural%20Resource%20Structure%20Log.dot Cultural Resource Structure Log]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/DNR%20Land%20Survey%20Request.dot DNR Land Survey Request]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Farmland%20Conversion%20IMpact%20Rating%20(Site).dot Farmland Conversion Impact Rating (Corridor)]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Farmland%20Conversion%20Impact%20Rating%20(Corridor).dot Farmland Conversion Impact Rating (Site)]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Fig%202-06-9,%20Farmland%20Conversion%20Impact%20Rating.dot Fig 2-06-9, Farmland Conversion Impact Rating]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Initial%20Site%20Assessment%20Form.dot Initial Site Assessment Form]

*[https://www6.modot.mo.gov/EnvironmentalRequest/Pages/Login.aspx Request for Environmental Services (RES) Form]

*[http://epg.modot.org/forms/DE%202017%20Forms/Environmental/127.1%20Instructions%20for%20the%20RES%20Form.docx Instructions for the RES Form]

*[http://epg.modot.org/forms/DE%202017%20Forms/Environmental/127.1_Consultant_RES_form_instruction.docx Consultant information needed to fill out RES Form]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/STRUCT.dot STRUCT]

===Hearings===
*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot Generic Meeting Sign-Up Sheet]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Notice%20of%20Formal%20Public%20Hearing.dot Notice of Formal Public Hearing]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Open-House%20Public%20Hearing.dot Open House Public Hearing]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Public%20Hearing%20Statement%20Form.dot Public Hearing Statement Form]

===Materials===
*[http://epg.modot.mo.gov/forms/DE-Materials/Hazardous%20Waste%20Removal%20Bid%20Information.dot Hazardous Waste Removal Bid Information]

*[http://epg.modot.mo.gov/forms/DE-Materials/Itemized%20Proposal%20-%20Demolition,%20Asbestos,%20UST%20Removal.dot Itemized Proposal - Demolition, Asbestos, UST Removal]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Materials%20Suppliers,%20Source%20and%20Location.dot Materials Suppliers, Source and Location]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Request%20for%20Asphalt%20Cement%20%25%20Grade.dot Request for Asphalt Cement % Grade]

*[http://epg.modot.mo.gov/forms/DE-Materials/Soil%20Info%20Request.dot Soil Info Request]

*[http://epg.modot.mo.gov/forms/DE-Materials/Soil%20Survey%20Request.dot Soil Survey Request]

===Photo===
*[http://epg.modot.mo.gov/forms/DE-Photo/Aerial%20Photography%20Requisition.dot Aerial Photography Requisition]

*[http://epg.modot.mo.gov/forms/DE-Photo/Microfilm-Print%20Billing%20Form.dot Microfilm-Print Billing Form]

*[http://epg.modot.mo.gov/forms/DE-Photo/Prints%20of%20Previous%20Photography%20Requistion.dot Prints of Previous Photography Requistion]

*[http://epg.modot.mo.gov/forms/DE-Photo/Request%20for%20Color%20Copies.dot Request for addition to flight program]

*[http://epg.modot.mo.gov/forms/DE-Photo/Request%20for%20addition%20to%20flight%20program.dot Request for Color Copies]

===Planning===
*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/ARAN%20Report%20Request.dot ARAN Report Request]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Conceptual%20Study%20Traffic%20Count%20Request.dot Conceptual Study Traffic Count Request]

*[http://epg.modot.mo.gov/forms/DE-Planning/Fis%20Formc.dot Fis Formc]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Turning%20Movement%20Traffic%20Count%20Request.dot Turning Movement Traffic Count Request]

===Right of Way===
*[http://epg.modot.org/forms/DE-ROW/Certification%20of%20Right%20of%20Way%20Plans%20for%20Condemnation%20Letter.dot Certification of Right of Way Plans for Condemnation Letter]

*[http://epg.modot.mo.gov/forms/DE-ROW/Forthcoming%20RW%20Plan%20changes.dot Forthcoming RW Plan Changes]

*[http://epg.modot.mo.gov/forms/DE-ROW/Preliminary%20Right%20of%20Way%20Estimate.dot Preliminary Right of Way Estimate]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Approval%20(Amended_Plans)%20Condemnation%20Required.dot Right of Way Approval (Amended Plans) Condemnation Required]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Plans%20Reviewed.dot Right of Way Plans Reviewed]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Plans%20to%20Dist%20RW%20Agent.dot Right of Way Plans to Dist RW Agent]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Change%20Information%20for%20Microfilming.dot RW Change Information for Microfilming]

*[[media:236.13.15 2014 certification.docx|Certification Document]]

*[http://epg.modot.org/forms/DE%202017%20Forms/RW/RW%20Plans%20Approval%20-%20Letter%20of%20Certification.dot RW Plans Approval - Letter of Certification]

===Scoping===
*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Bridge%20Checklist.dot Bridge Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Construction%20and%20Materials%20Checklist.dot Construction and Materials Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/104.6_Design_Checklist_Apr_26,_2012.doc Design Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Project%20Scoping%20Memorandum.dot Draft Project Scoping Memorandum]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Environmental%20Checklist.dot Environmental Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/FHWA%20Checklist.dot FHWA Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Maintenance%20Checklist.dot Maintenance Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Major%20Project%20Scope%20or%20Estimate%20Change.dot Major Project Scope or Estimate Change]
[[image:101 survey.jpg|right|150px]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Non-Major%20Project%20Scope%20or%20Estimate%20Change.dot Non-Major Project Scope or Estimate Change]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Planning%20Checklist.dot Planning Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/104.6_Design_Liaison_Checklist.doc Design Liaison Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Project%20Estimate%20Quality%20Assurance%20Report.dot Project Estimate Quality Assurance Report]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/104.6_Project_Scoping_Checklist_Apr_26,_2012.doc Project Scoping Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Project%20Scoping%20Memorandum.dot Project Scoping Memorandum]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Public%20Information%20and%20Outreach%20Checklist.dot Public Information and Outreach Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Railroad%20Checklist.dot Railroad Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Right%20of%20Way%20Checklist.dot Right of Way Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Traffic%20Checklist.dot Traffic Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Utilities%20Checklist.dot Utilities Checklist]

===Survey===
*[[media:747 Bridge Survey Location Request.docx|Bridge Survey Location Request]]

*[http://epg.modot.mo.gov/forms/DE-Survey/Center%20Line%20Staking%20-%20Letter%20to%20Property%20Owner.dot Center Line Staking - Letter to Property Owner]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/Center%20Line%20Staking.dot Center Line Staking]

*[http://epg.modot.mo.gov/forms/DE-Survey/Permanent%20RW%20Marker%20Setting%20-%20letter%20to%20property%20owner.dot Permanent RW Marker Setting - letter to property owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Permanent%20RW%20Marker%20Settings.dot Permanent RW Marker Settings]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/238.2.18.2_Plat_Review_Checklist.pdf Form 238.2.18.2 Plat Review Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/Preliminary%20Surveying%20-%20letter%20to%20property%20owner%201.dot Preliminary Surveying - letter to property owner 1]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/Preliminary%20Surveying%20-%20letter%20to%20property%20owner.dot Preliminary Surveying - letter to property owner]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/Preliminary%20Surveying.dot Preliminary Surveying]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/238.2.17_Professional_Land_Surveyor_2013.doc Professional Land Surveyor Description Review Form]

*[http://epg.modot.mo.gov/forms/DE-Survey/RW%20Marker%20Setting.dot RW Marker Setting]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/Survey%20Request%20Form.dot Survey Request Form]

==External Civil Rights==
*[[media:101 Contractor's Monthly New Employee Report.pdf|Contractor's Monthly New Employee Report]]

*[[media:101 Sample Company Workforce Diversity Job Special Provision Action Plan.docx|Sample Company Workforce/Diversity Job Special Provision Action Plan]]

* [http://epg.modot.mo.gov/forms/CM/DBE_Substitution_Form%20.pdf DBE Substitution Form]

*[[media:101 Workforce Pilot Program Employee Notification.pdf|Workforce Pilot Program Employee Notification]]

==Financial Services==
*[[media:235 Agreements Checklist.doc|Agreements Checklist]]

==Maintenance==
*[[media:101 Maintenance - Deer Death Report Form and Map.xls|Deer Death Report Form and Map (Excel)]]

*[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Inspections/WorkZone_Inspection-form%202014.pdf Work Zone Inspection Form]

===Chip Seal Forms===
*[http://wwwi/maintenance/Forms/App%20Adjust%20Form.pdf Application Adjustment Factor Form]
*[http://wwwi/maintenance/Forms/Traffic%20Eval%20Factor.pdf Traffic Evaluation Factor (TEF) for Asphalt Application Adjustment]

===Bridge Maintenance===
*[[media:101 Maintenance - blankinspreport.pdf|Blank Inspection Report]]
*[[media:101 Maintenance - bridgemaintenancerepairreport.xls|Bridge Maintenance Repair Report (Excel)]]
*[http://ghepg01/forms/BR/774_Cathodic_System_Evaluation.dotx Cathodic System Evaluation]
*[[media:101 Maintenance - CIF - Written form.dot|CIF (Critical Inspection Finding)]]
*[[media:101 Maintenance - Follow-up Action Required-Written form.doc|FAR (Follow-Up Action Required)]]
*[[media:101 Maintenance - maintmatlusage.xls|Maintenance Material Usage (Excel)]]
*[[media:101 Maintenance - Maintenance Recommendation Report.pdf|Maintenance Recommendation Report]]
*[[media:101 Maintenance - paintdatareportformblank.xls|Paint Data Report (Excel)]]
*[[media:101 Maintenance - Photo Log.xls|Photo Log Sheet (Excel)]]

===Snow & Ice Control===
*[[media:101 Maintenance - Snow and Ice Control Equipment Inventory.xls|Snow and Ice Control Equipment Inventory (Excel)]]
*[[media:101 Maintenance - Chemical Requirements.xls|Chemical Requirements (Excel)]]
*[[media:101 Maintenance - Salt Storage.xls|Salt Storage (Excel)]]

===Rest Areas===
*[[media:101 Maintenance - Rest Area Truck Parking.xls|Rest Area Truck Parking (Excel)]]
*[[media:101 Maintenance - REST AREA inspection_2005.doc|Rest Area Inspection]]

===Commuter Lots===
*[[media:101 Maintenance - Commuter Lot Inspection Form.xls|Commuter Lot Inspection (Excel)]]
*[[media:101 Maintenance - Commuter Lot Survey.pdf|Commuter Lot Survey]]

===Disasters===
*[[media:101 Maintenance - DDIR.xls|Detailed Damage Inspection Report (Excel)]]
*[[media:101 Maintenance - Non Federal Aid Route DDIR.xls|FEMA Detailed Damage Inspection Report (Excel)]]

===Performance Indicators===

===Pavement Management===

==Motor Carrier Services==
*[http://epg.modot.mo.gov/forms/MCS/Accounting%20Payment%20Error%20Notice.dot Accounting Payment Error Notice]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Altered%20Temporary.dot IRP Altered Temporary]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Outstanding%20Temporaries.dot IRP Outstanding Temporaries]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Surrendering%20Plates.dot IRP Surrendering Plates]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Suspension.dot IRP Suspension]

*[http://epg.modot.mo.gov/forms/MCS/IRP-IFTA%20Reject%20Letters.dot IRP-IFTA Reject Letters]

*[http://epg.modot.mo.gov/forms/MCS/MCS%20MoDOT%20Letterhead.dot MCS MoDOT Letterhead]

==Planning==
*[http://epg.modot.mo.gov/forms/MCS/MCS%20MoDOT%20Letterhead.dot MTFC Letterhead]

==Right of Way==
*[http://epg.modot.mo.gov/forms/RW/RW%20Mortgage%20Analyzer.xlt RW Mortgage Analyzer (Excel)]
===General Information===
===Right of Way Organization and Personnel===
===Administration===

*[http://epg.modot.org/forms/RW/Chapter%203_Administration/RW%20Cost%20Estimate%20Form%203.3.3B.docx Acquisition Complete Cost Estimate Worksheet_(Form 3-3_3B)]

*[http://eprojects/Templates/RW/Chapter%203_Administration/Categorical%20Exclusion%20Review_Form%203-1_2.docx Categorical Exclusion Review_(Form 3-1_2)]

*[http://epg.modot.org/forms/RW/Chapter%203_Administration/RW%20Cost%20Estimate%20Worksheet%20Form%203.3.3A.docx Right of Way Cost Estimate Worksheet_(Form 3-3_3A)]

===Description Writing and Titles===

*[http://epg.modot.org/forms/RW/Chapter%204_Description%20Writing%20&%20Titles/Affidavit%20of%20Scriveners%20Error%20Form%204_6_4a.docx Affidavit of Scrivener's Error (Form 4-6.4a)]

===Property Management===

*[http://eprojects/Templates/RW/Chapter%205_Property%20Management/Real%20Estate%20Risk%20Assessment%20Form.pdf Real Estate Risk Assessment Form]

*[http://eprojects/Templates/RW/Chapter%205_Property%20Management/Realty%20Asset%20Sale%20Legal%20Opinion%20Memo.docx Realty Asset Sale Legal Opinion Memo]

*[http://epg.modot.org/forms/RW/Chapter%205_Property%20Management/Request%20for%20Excess%20Parcel%20Survey%20Form%20236.5.19a.docx Request for Excess Parcel Survey (Form 236.5.19a)]

===Appraisal and Appraisal Review===
===Negotiation===
===Relocation Assistance Program===

*[http://epg.modot.org/forms/RW/Chapter%208_Relocation/Advance%20Increased%20Interest%20Payment%20Agreement%20Form%20236.8.11.4.D.2.docx Advance Increased Interest Payment Agreement (Form 236.8.11.4(d)(2))]

*[http://epg.modot.org/forms/RW/Chapter%208_Relocation/Advance%20Replacement%20Housing%20and%20Increased%20Interest%20Pmt%20Agreement%20Form%20236.8.11.4.D.1.docx Advance Replacement Housing and Increased Interest Payment Agreement (Form 236.8.11.4(d)(1))]

*[http://epg.modot.org/forms/RW/Chapter%208_Relocation/Condemnation%20Agreement%20Residential%20Property%20Form%20236.8.9.3.E.1.docx Condemnation Agreement Residential Property (Form 236.8.9.3(e)(1))]

*[http://epg.modot.org/forms/RW/Chapter%208_Relocation/Relocation%20Report%20Form%20236.8.6.4.docx Relocation Report (Form 236.8.6.4)]

*[http://epg.modot.org/forms/RW/Chapter%208_Relocation/Relocatee%20Needs%20Questionnaire%20Form%20236.8.5.2.docx Relocatee Needs Questionnaire]

===Asbestos Abatement-Removal of Building Improvement===
===Right Of Way Condemnation===
===Mediation===
===Quality Assurance Reviews===
===Designing Right of Way Plans===
===Change in Route Status Report===
===Requests from Cities for Annexations===
===[[236.16 Outdoor Advertising#Failure to provide|Outdoor Advertising]]===

===Junkyards===

* [[media:236.17 Application for License to Maintain a Junkyard.docx|Application for License to Maintain a Junkyard]]

===Local Public Agency Land Acquisition===

[[image:101 bottom.jpg|center|1025px]]

901.11 Light Emitting Diode (LED) Luminaire Performance and Computation of Roadway Illumination

2019-01-25T14:18:33Z

Oligst1: Removed language that should have been removed with the last revisions.

{|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="325px" align="right"
|-
|'''Figures'''
|-
|[[media:901.11.5 IES Distribution Diagrams.pdf|I.E.S. Type of Illumination]]
|-
|[[media:901.11.6.pdf|Staggered Configurations]]
|-
|[[media:901.11.7.pdf|One-sided Configurations]]
|}

==901.11.1 Iso-Footcandle Diagram==

An iso-footcandle (iso-lux) diagram is a means of showing the illumination on a roadway surface from one or more luminaires. Such a diagram is a graphical representation of points of equal illumination connected by a continuous line. Each I.E.S. type of illumination has a different pattern. The types of luminaires are: LED-A is mounted at 30 ft. and is mainly used for basic lighting; LED-B is mounted at 45 ft. and is used for continuous and basic lighting; LED-C is mounted at 45 ft. and is used for continuous and basic lighting. Refer to MoDOT’s standard plans, specifications and manufacturers data and utilization curves to assist in lighting design.

Computer programs are available to calculate lighting intensity and other information such as uniformity. These programs can be used for most lighting configurations. Several figures have been developed for many typical layouts to aid the designer in determining location and type of luminaires.

'''901.11.1.1 Continuous Lighting.''' The configuration, spacing and type of luminaires for continuous lighting depend on many factors, including the type of roadway, the adjacent roadway features, the roadway width, and the setback of the luminaires from the edge of the travelway. Maximum spacing guidance for luminaires to achieve the required intensity and uniformity for [[media:901.11.6.pdf|staggered configurations]] and [[media:901.11.7.pdf|one-sided configurations]] is available. The staggered configuration is preferred when possible since it provides better uniformity. Other configurations are possible and can be considered.

'''901.11.1.2 Basic Lighting.''' Basic lighting of 30 ft. mounting height uses LED-A luminaires. Basic lighting of 45 ft. mounting height normally uses LED-B luminaires. In some cases to obtain required intensities on island noses or in intersections, the LED-C luminaires are used. Figures [[media:901.7.1.pdf|901.7.1]], [[media:901.7.3.pdf|901.7.3]], [[media:901.7.4.pdf|901.7.4]] and [[media:901.7.5.pdf|901.7.5]] provide information for the location and types of luminaires to provide average maintained intensities for typical layouts.

For intersections with raised islands, [[media:901.1.4 (f8-01.4) Typical Basic Lighting for Signalized Interchange, Channelized Intersections and Roundabouts Using Divisional Islands.pdf|Figures 901.1.4]], [[media:901.7.1.pdf|901.7.1]] and [[media:901.7.4.pdf|901.7.4]] are to be used in conjunction to determine locations and types of luminaires. It is important for luminaire bracket arms to be oriented at right angles to the projected edge of through lanes, as shown in [[media:901.7.1.pdf|Figure 901.7.1]], to provide the proper light distribution.

==901.11.2 Utilization Curves==

Utilization curves provide a means of determining the average footcandle (lux) illumination over the pavement where lamp size, mounting height, width of pavement and spacing between luminaires is known or assumed. Conversely, the desired spacing or any other unknown factor may be determined if the other factors are given. The utilization curves show how much light falls on the pavement, but does not show how the light is distributed. They must be used with the iso-footcandle (iso-lux) diagrams for the same luminaire to evaluate uniformity and the ratio of minimum intensity to average intensity.

==901.11.3 Formulas for Computations==

Avg. = <math>\frac{Lamp Lumens \times Utiliz. Coef. \times Maint. Factor}{Spacing \times Width}</math>

Spacing = <math>\frac{Lamp Lumens \times Utiliz. Coef. \times Maint. Factor}{Avg. \times Width}</math>

Where:

Avg. = Average footcandles (lumens/ft2) or Average lux (lumens/m2)

Lamp Lumens = Initial lamp lumen rating

Utiliz. Coef. = Coefficient of Utilization

Maint. Factor = 0.90 (for LED)

Spacing = either ft. or m

Width = Roadway width, either ft. or m

[[Category:901 Lighting]]

642.8 Sidewalk Design Criteria

2018-10-05T13:24:16Z

Oligst1: Updated links to Standard Plans 608.10 and 609

{|style="padding: 0.3em; margin-left:15px; border:2px solid #a9a9a9; text-align:left; font-size: 95%; background:#f5f5f5" width="260px" align="right"
|-style="background:#f5f5f5"
|colspan="2" align="center"|'''Figures'''
|-
|colspan="2"|[[Media:642.1 Figure2 Sidewalk Handrails.pdf|Sidewalk Handrail Detail]]
|-
|colspan="2" align="center"|'''Typical Urban Roadway Sections'''
|-
|colspan="2"|[[media:231 4 Lane Major Urban Roadway.pdf|4 Lane Major Urban Roadway]]
|-
|colspan="2"|[[media:231 4 Lane Minor Urban Roadway.pdf|4 Lane Minor Urban Roadway]]
|-
|colspan="2"|[[media:231 2 Lane Minor Urban Roadway.pdf|2 Lane Minor Urban Roadway]]
|-
|colspan="2" align="center"|'''Additional Resources'''
|-
|colspan="2"|[http://www.access-board.gov/guidelines-and-standards Access Board Guidelines and Standards]
|-
|colspan="2"|[http://www.ada.gov/2010ADAstandards_index.htm Americans with Disabilities Act Access Guidelines (ADAAG), 2010]
|-
|colspan="2"|[[media:136.9.4 2015.doc|ADA Checklist]]
|-
|colspan="2"|FHWA's ''Designing Sidewalks and Trails for Access'': [http://www.fhwa.dot.gov/environment/sidewalks/index.htm Part I] [http://www.fhwa.dot.gov/environment/sidewalk2/index.htm Part II]
|-
|colspan="2"|[http://www.mutcd.fhwa.dot.gov/ Manual on Uniform traffic Control Devices - signals]
|-
|colspan="2"|MoDOT's Internet Website:
|-
| ||[http://www.modot.mo.gov/othertransportation/bike_ped/Bikepedintro.htm MoDOT's Bike/Ped webpage]
|-
| || [http://www.modot.mo.gov/othertransportation/bike_ped/bicyclepedprogram.htm MoDOT's Bike/Ped Useful links]
|-
| ||[http://www.modot.mo.gov/business/standards_and_specs/documents/ConcreteSidewkCurbRamps1.pdf MoDOT's Concrete Curb Ramp Special Sheet]
|-
| ||[https://www.modot.org/media/16874 Standard Plan 608.10]
|-
| ||[https://www.modot.org/media/16880 Standard Plan 609.00]
|-
|colspan="2"|Public Right of Way Access Guidelines, PROWAG (Best Practices):
|-
|width="30"| ||[http://www.dot.state.mn.us/trafficeng/workzone/ADA/DRAFT-TPARGuidelines.pdf Draft Guidelines]
|-
| ||[http://www.access-board.gov/guidelines-and-standards/streets-sidewalks/public-rights-of-way/guidance-and-research/accessible-public-rights-of-way-planning-and-design-for-alterations Special Report: Accessible Public Rights of Way Planning and Designing for Alterations, 2007]
|}

A sidewalk is designed to meet a variety of characteristics that have a direct impact on usability, such as grade, cross slope, width, surface type, etc. Even mildly difficult features in combination can make a sidewalk hard to access for someone with a disability. Sidewalk design criteria are based on providing access to all pedestrian users to the maximum extent feasible. This policy is in accordance with federal standards set out by the US Department of Justice, based on recommendations of the US Access Board. Refer to [[:Category:642 Pedestrian Facilities#Pedestrian Facilities and the Americans with Disablities Act|Pedestrian Facilities and the Americans with Disablities Act]] for further discussion.

To better understand some of the challenges faced by disabled users, [http://www.access-board.gov/guidelines-and-standards/streets-sidewalks/public-rights-of-way/guidance-and-research/accessible-sidewalks-video-series?highlight=WyJ2aWRlbyJd four U.S. Access Board videos] showing design issues for pedestrians with disabilities. The videos cover:

:1. Design issues for pedestrians who use wheelchairs (10:00).

:2. Design issues for pedestrians with ambulatory impairments (7:51).

:3. Design issues for pedestrians with low vision (11:24).

:4. Design issues for pedestrians who are blind (11:19).

When sidewalks are constructed the following basic items will be considered (detailed design information follows later on in this article):

* [[:Category:231 Typical Section Elements for Roadways|Sidewalks]] or pedestrian paths will be accessible to the maximum extent feasible to all people according to the Americans with Disabilities Act of 1990 (ADA).

* Barrier curb. Refer to [https://www.modot.org/media/16880 Standard Plan 609.00]. When sidewalks are constructed, a barrier curb is sufficient to separate pedestrians from vehicular traffic on low-speed roadways (posted speed of 45 mph or less). At higher speeds, a vehicle can mount a barrier curb at a relatively flat impact angle. In the event a sidewalk located adjacent to a high-speed roadway is necessary, another type of physical separation between the vehicle and the pedestrian will be considered. Guardrail and concrete traffic barriers are two of the options that may be considered.

* In rural areas where it is necessary to accommodate pedestrian movements, a paved shoulder at least 6 ft. wide may be used. The cross slope must be 1.0% (minimum) to 2.0%.

* A sidewalk located at least 2 ft. from a curb should be a minimum of 5 ft. wide. Exceptions may be made for local conditions, but ADA requirements must be met.

* A sidewalk proposed within 2 ft. of a curb will be placed adjacent to the curb and be a minimum of 6 ft. wide. Exceptions may be made, but ADA requirements must be met.

* For sidewalk widths less than 5 ft., a 5 ft. by 5 ft. passing space is to be provided at intervals no greater than 200 ft.

* The cross slope on all accessible routes must be 1.0% minimum to 2.0% maximum.

* The running slope should be as flat as possible, up to a maximum of 5%. However, sidewalks may follow the slope of the adjacent roadway if less than 5% is technically infeasible.

* Sidewalks across private and commercial approaches will be the same thickness as the paved approach and will maintain less than 2.0% cross slope. Accessible routes across side streets and alleys will be less than 2.0% on new construction and reconstruction projects. Less than 2.0% cross slope will be maintained across streets and alleys where feasible on all alteration projects.

* A clear airspace of 80 in. above the sidewalk will be maintained free of tree limbs, signs, fountains, poles or planters. Protrusions into the area of the sidewalk must not exceed 4 in. Where the curb is separated from the parallel sidewalk by a parkway (border), all house walks will be extended across the parkway (see [https://www.modot.org/media/16874 Standard Plan 608.10]). Housewalks will be 4 in. thick and at least 3 ft. wide.

* Steps to a house will be at least 3 ft. wide. Steps and housewalks will match the width of the existing housewalk. Steps other than house steps will be of sufficient width to fit a particular situation. Stairs located on MHTC right of way will be replaced with ADA-compliant curb ramps, where technically feasible, or an alternate route may be provided.

* Additional guidance regarding sidewalk design can be found in the AASHTO publication ''Guide for the Planning, Design, and Operation of Pedestrian Facilities'', the FHWA publication [http://www.fhwa.dot.gov/environment/sidewalks/ ''Designing Sidewalks and Trails for Access''], or Access Board's [http://www.access-board.gov/guidelines-and-standards/streets-sidewalks/public-rights-of-way/guidance-and-research/accessible-public-rights-of-way-planning-and-design-for-alterations ''Accessible Public Rights-of-Way Planning and Designing for Alterations''].

==642.1.1 Sidewalk Location and Width==

In developed areas on low-speed roadways (posted speed of 45 mph or less), sidewalks are to be separated from the travelway by a barrier curb (see [https://www.modot.org/media/16880 Standard Plan 609.00]). At higher speeds, a vehicle can mount a barrier curb at a relatively flat impact angle.
[[image:642.1.2.1.jpg|right|350px|thumb|<center>'''"...stable, firm and slip resistant..." "...minimize surface discontinuities..."'''</center>]]
In the event a sidewalk is located adjacent to a high-speed roadway, another type of physical separation between the vehicle and the pedestrian such as a guardrail or concrete traffic barrier will be considered.

Sidewalks are not to be designated on paved shoulders located behind a mountable curb; nor shall paved shoulders be designated or striped as a pedestrian pathway, however if pedestrian use is anticipated, efforts should be made to meet ADA standards wherever possible, such as a 2% cross slope.

Sidewalks are to be at least 5 ft. wide. However, if necessary due to geometric constraints, the width of the sidewalk may be reduced to 4 ft. minimum width, as required in PROWAG, by completing the Design Exception process. A 2 ft. grass strip or planting area should separate the sidewalk from the curb. A sidewalk proposed within 2 ft. of a curb will be placed adjacent to the curb and be at least 6 ft. wide. There are exceptions: sidewalk width may be reduced to meet site constraints; however, ADA requires a minimum width of 4 ft. to be provided in all cases (PROWAG R301.3.1).

When a project alters the right of way space, the existing ADA elements within the limits of the project shall be made to comply with the applicable requirements for new construction to the maximum extent feasible (per PROWAG R202.3). This will include repairs and upgrades to existing sidewalks so the facilities provide a continuous minimum width of 4 ft. with a maximum cross slope of 2.00% (per PROWAG R301).

For sidewalks narrower than 5 ft., 5 ft. x 5 ft. passing spaces need to be provided at intervals that are no greater than 200 feet. Such features as driveways, building entrances, parking lots and sidewalk intersections are considered acceptable passing spaces if they are 5 ft. x 5 ft. and meet the 2 per cent maximum cross slope requirements.
[[image:642.1.2.jpg|right|720px|thumb|<center>'''Figure 642.1.2 Clearances and obstructions for pedestrian access routes'''</center>]]

==642.1.2 Clearances and Obstructions==

The width of the accessible sidewalk route should meet the requirements above. Obstructions are objects within the pedestrian access route that reduce the clearance width, protrude into the circulation route, or limit the vertical passage space or of a sidewalk. These guidelines apply to permanent and temporary objects.

The full width of the circulation path should be free of protruding objects, if possible. Permanent, stationary objects are not to project into the pedestrian access route more than 4 in. from 27 in. to 80 in. above the ground.

Freestanding objects mounted on posts, pylons, etc., may overhang a maximum of 12 in. from 27 in. and 80 in. above the ground, although this situation should be avoided whenever possible. Figure 642.1.2 illustrates this protected zone.

[[image:642.1.2.2.jpg|right|300px]]
Obstacles below 27 in. are not to reduce the sidewalk width to less than 3 ft. Obstacles reducing the sidewalk circulation path (width) below 5 ft., but not less than 3 ft., should be corrected, but if not, documented why the sidewalk width was reduced and the obstacle was not moved or corrected at that location

==642.1.3 Sidewalk Surfaces==
[[image:642.1.3 changes in level.jpg|left|175px]]
Surfaces of sidewalks and all parts of the pedestrain network must be stable, firm and slip-resistant. Care must be taken to provide an even and level surface. Highly textured surfaces such as cobblestones may cause discomfort for a disabled person with a spinal injury.

Changes in levels up to ¼ in. may be vertical and without edge treatment. Changes in levels between ¼ in. and ½ in. will be beveled with a slope no greater than 1V:2H (2:1). Level differences greater than ½ in. need to be removed or ramped.

Over time, sidewalks may settle, become worn, or fall victim to people or nature. Maintaining a safe surface for everyone is very important. When the sidewalk is not owned or maintained by MoDOT, but may be adjacent to one that is, it is important to notify the proper authority that [[171.4 Shoulders and Approaches#S&A(A2) Sidewalks|maintenance]] is needed.

Some examples of sidewalks distresses/deficiencies requiring correction are:

* '''Step separation.''' A vertical displacement of ½ in. or greater at any point on the walkway that could cause pedestrians to trip or prevent the wheels of a wheelchair or stroller from rolling smoothly.

* '''Badly cracked concrete.''' Holes and rough spots ranging from hairline cracks to indentations wider than ½ in.

* '''Spalled areas.''' Fragments of concrete or other building material detached from larger structures.

* '''Settled areas that trap water.''' Sidewalk segments with depressions, reverse cross slopes, or other indentations that make the sidewalk path lower than the curb. These depressions trap silt and water on the sidewalk and reduce the slip resistant nature of the surface.

* '''Tree root damage.''' Roots from trees growing in adjacent landscaping that cause the walkway surface to buckle and crack.

* '''Vegetation overgrowth.''' Groundcover, trees, or shrubs on properties or setbacks adjacent to the path that have not been pruned can encroach onto the path and create obstacles.

{| style="margin: 1em auto 1em auto"
|-
|[[image:642.1 Cracked Concrete.jpg|375px|thumb|<center>'''Cracked concrete'''</center>]]||[[image:642.1 Step Separation.jpg|375px|thumb|<center>'''Step separation'''</center>]]
|-
|[[image:642.1 Drainage Vegetation.jpg|375px|thumb|<center>'''Drainage/vegetation'''</center>]]||[[image:642.1 Protruding Branches.jpg|375px|thumb|<center>'''Protruding Branches'''</center>]]
|}
{| style="margin: 1em auto 1em auto" align=right
|-
|[[image:642.1 manholes.jpg|right|200px]]||[[image:642.1 drainage.jpg|right|220px]]
|}
Utility covers, such as for manholes, drainage or water meters, need to have a slip resistant top, as much as possible, and meet changes in level criteria. Lifting holes on covers need to be less than ½ inch in diameter or be satisfactorily plugged so a cane cannot get lodged in the hole. If grates are located in the sidewalk or other walkways paths, the grates will have spacing no greater than ½ in. wide in one direction. If grates have elongated openings, then the grates will be placed so that the long dimension is perpendicular to the dominant direction of travel. Refer to Figure 642.1.3.

[[image:Figure 642.1.3 grates.jpg|center|700px|thumb|<center>'''Figure 642.1.3'''</center>]]

==642.1.4 Running Slope, or Grade==

The running slope, or grade is defined as the slope parallel to the direction of travel, with the running grade defined as the average grade along a continuous grade. The grade of a sidewalk should be as level as possible allowing easy use by travelers. For pedestrian facilities on public access routes, the running grade of sidewalks will be a maximum of 5%. If this is technically infeasible, the sidewalk may be consistent with the running grade of the adjacent roadway. If the sidewalk cannot be kept at the same grade as the adjacent roadway and the grade is greater than 5%, the sidewalk may be considered a ramp and designed in accordance with [[642.2 Sidewalk Ramp and Curb Ramp Design Criteria|EPG 642.2 Sidewalk Ramp and Curb Ramp Design Criteria]].

The rate of change in grade, the algebraic difference, measured over 2 ft. intervals, is not to exceed 13%. An example of a 13% change in grade is shown in Figure 642.1.4.1. Figure 642.1.4.2 illustrate how excessive slopes impact wheelchairs.

[[image:Figure 642.1.4.1.jpg|center|650px|thumb|<center>'''Figure 642.1.4.1. The gutter slopes counter to the slope of the curb ramp to promote drainage.'''</center>]]

{| style="margin: 1em auto 1em auto"
|-
|[[image:Figure 642.1.4.2.1.jpg|350px|thumb|<center>'''Excessive slope differences between a gutter and a ramp can cause wheelchairs to flip over backward'''</center>]]||[[image:Figure 642.1.4.2.2.jpg|300px|thumb|<center>'''Excessive slope differences between gutter and ramp can cause wheelchairs to tip forward'''</center>]]
|-
|colspan="2"|<center>'''Figure 642.1.4.2'''</center>
|}

==642.1.5 Cross Slopes==

Cross slope is defined as the slope measured perpendicular to the direction of travel. A minimum slope of 1% should be provided to allow proper drainage. When necessary the maximum 2% cross slope allowed by ADA standards may be used. Cross slopes of less than 2% are desirable to provide easier passage and to allow for some construction tolerance and settlement. Sidewalks with a cross slope greater than 2% are noncompliant and must be made compliant by whatever means necessary and including replacement.

Cross slopes are very difficult for some people with mobility impairments to negotiate because it is harder to travel across sloped surfaces than horizontal surfaces. People with mobility impairments who are ambulatory or use manual wheelchairs must exert significantly more energy than other pedestrians to traverse sloped surfaces. Both powered and manual wheelchairs can become unstable and/or difficult to control on sloped surfaces. Whenever possible, slopes are minimized to improve access for people with mobility impairments.

==642.1.6 Landings==

Landings are level areas built to provide pedestrians with a place to rest or make turning maneuvers, or where it is necessary to have a level, stable area to allow access to another feature such as a pedestrian pushbutton. The slope of a landing should allow for drainage and be designed and built with a minimum 1% slope and may not exceed a slope of 2.0% in any direction.

For more information on the use of landings in ramp design refer to [[642.2 Sidewalk Ramp and Curb Ramp Design Criteria#642.2.1 Slope and Rise of Sidewalk Ramps|EPG 642.2.1 Slope and Rise of Sidewalk Ramps]]. For more information on the use of landings with regard to curb ramps, refer to [[642.2 Sidewalk Ramp and Curb Ramp Design Criteria#642.2.2 Curb Ramps|EPG 642.2.2 Curb Ramps]].

[[category:642 Pedestrian Facilities]]

Category:450 Bituminous Pavement Design

2018-09-18T19:20:19Z

Oligst1: Update link for 401 file in 450.9

{|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="160px" align="right"
|-
|'''Figures'''
|-
|[[Media:450 Estimate Factors 2018.doc| Estimate Factors]]
|}

==450.1 Asphalt Binder==

Performance grade (PG) asphalt binders are identified by their desired "high temperature" (e.g. "64", "70", "76", etc.) and "low temperature" (e.g. "-22", "-28", "-34", etc.) characteristics. The temperature numbers represent Celsius degrees and are used in 6 degree increments. The high temperature value is associated with controlling rutting, while the low temperature value is associated with resisting cold weather cracking. The following table should be used as a guide to select asphalt binder grades for bituminous mixtures.

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+ '''Asphalt Binder Selection Criteria'''
! style="background:#BEBEBE"|Type of Corridor !! style="background:#BEBEBE"|Traffic Level !! style="background:#BEBEBE"|Type of Mix !! style="background:#BEBEBE"|Asphalt Binder
|-
|rowspan="2"|Interstates and Other Freeways
|rowspan="2"|All Levels
|Surface Mixture (SP125 or SMA) and First Underlying Lift
|PG 76-22
|-
|Remaining Underlying Lifts
|PG 64-22
|-
|rowspan="4"|Other Remaining Major Routes
|rowspan="2"|Heavy Volume
|Surface Mixture (SP125) and First Underlying Lift
|PG 70-22
|-
|Remaining Underlying Lifts
|PG 64-22
|-
|rowspan="2"|Medium or Low Volume
|Surface Mixture (SP125 or BP)*
|PG 64-22
|-
|Underlying Lifts
|PG 64-22
|-
|Minor Routes
|All Levels
|All Mixtures (Generally BP-1 as Surface Mix)
|PG 64-22
|-
|colspan="4" style="background:#99CC99"|*Note: Requires JSP to include appropriate smoothness requirements.
|}

The low temperature number is to remain as indicated in the above table. The high temperature numbers have been set for the traffic loads and operation speeds normally associated with these corridors. The high temperature numbers are recommended minimums and are not to be reduced; however, may be raised to a PG 70-22 or PG 76-2, when deemed necessary, to accommodate actual or anticipated traffic conditions. Typically, the high temperature number should be raised one increment (6 degrees) when traffic speeds are expected to be in the range of 12 to 45 mph and raised two increments (12 degrees) for extremely slow traffic of < 12 mph. Typical candidates for these high temperature number raises are roadways with AADT greater than 3500 that are in a highly congested, urbanized area, have frequent stop and go traffic, or have steep grades with significantly slow traffic speeds. Use of any other PG asphalt binder must be approved by the State Construction and Materials Engineer.

If a higher type PG asphalt binder is warranted, it shall be used in the surface mixture and the first lift of the underlying mixture.

==450.2 Mix Selection==

The following table should be used as a guide in selecting the appropriate asphalt mix. See [[Other Aspects of Pavement Design#Thickness Determination|Thickness Determination]] for additional mix selection discussion regarding minor road spot improvements.

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
! style="background:#BEBEBE"|Corridor Designation !! style="background:#BEBEBE"|Traffic !!! style="background:#BEBEBE"|Recommended Mix
|-
|Interstates and Other Freeways|| All Traffic || Superpave
|-
|Remaining Major Routes|| Total Average 24 Hour Commercial Truck Traffic <math>\approx</math> 600 or greater || Superpave
|-
|Remaining Major Routes|| Total Average 24 Hour Commercial Truck Traffic <math>\approx</math> less than 600 ||| BP-1 (Sec 401)(1)(2)
|-
|Minor Routes|| Total Average 24 Hour Commercial Truck Traffic <math>\approx</math> 600 or greater || Superpave(2)
|-
|Minor Routes|| AADT > 3500 and Total Average 24 Hour Commercial Truck Traffic < 600 ||| BP-1 (Sec 401)
|-
||Minor Routes|| AADT < 3500 and Total Average 24 Hour Commercial Truck Traffic < 600 ||| BP-1 or BP-2(3)
|-
|colspan="3" style="background:#99CC99"|(1)Note: Requires JSP to include appropriate smoothness requirements.
|-
|colspan="3" style="background:#99CC99"|(2)Note: Consideration should be given to alter mix type for overlays based upon existing conditions.
|-
|colspan="3" style="background:#99CC99"|(3)Note: The selection of which mix to use is left to the district's discretion based upon past field performance.
|}

==450.3 Layer Design==
{|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="340px" align="right"
|-
|[[media:450 Options.pdf|Min. Placement Depths and Min. %AC by Volume for Asphalt Treatment Options]]
|}

'''Minimum Lift Thickness'''

The minimum lift thicknesses for asphalt layers should be:

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
! style="background:#BEBEBE"| SP250 !! style="background:#BEBEBE"| SP190 !! style="background:#BEBEBE"| SP125'''1''' !! style="background:#BEBEBE"| SP095'''1''' !! style="background:#BEBEBE"| SP048'''1'''
|-
|align="center"| 3 in. ||align="center"| 2 in. ||align="center"| 1¾ in. ||align="center"| 1½ in. ||align="center"| 1 in.
|-
|colspan="5" width="750"|'''1''' When used as the riding surface. When used as a leveling course below the top lift, the minimum lift thickness should be in accordance with [[#450.4 Level Course|EPG 450.4 Level Course]].
|}

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
! style="background:#BEBEBE"|PMBB !!style="background:#BEBEBE"| BP-1'''1''' !!style="background:#BEBEBE"|BP-2'''1''' !!style="background:#BEBEBE"| BP-3'''1'''
|-
|align="center"| 3 in.||align="center"| 1¾ in||align="center"| 1½ in.||align="center"| 1 in.
|-
|colspan="4" width="550"|'''1''' When used as the riding surface. When used as a leveling course below the top lift, the minimum lift thickness should be in accordance with [[#450.4 Level Course|EPG 450.4 Level Course]].
|}

The above minimum lift thicknesses are recommended to ensure adequate field density can be achieved and a quality product can be provided. The minimum lift thicknesses do not account for surface irregularities in the roadway. Additional asphalt quantities should be included with single lift asphalt overlays to account for the surface irregularities. The additional asphalt quantities added should be in accordance with the average rutting depth measurements from the roadway as provided in [[:Category:402 Bituminous Surface Leveling#402.1.2 Mix and Quantities|Table 402.1.2.1]].

Central Office Construction and Materials may recommend thicknesses greater than the above minimums but projects should not be designed for thicknesses less than the above minimums. If using the minimum lift thickness criteria results in the project exceeding its budget, then a finer gradation asphalt mixture should be used and designed for its minimum lift thickness or greater (for example, if 1.75 in. of BP-1 exceeds project budget, use 1.5 in. or greater of BP-2).

==450.4 Level Course==

Existing surfaces, both asphaltic and portland cement concrete, should be prepared either by milling or leveling course before the first full-thickness lift of asphalt is placed. Milling is the preferred method of leveling, however PMBP or SP asphaltic concrete may be used for spot wedging and for leveling course as per the standard specifications, providing the minimum thickness is not less than the following:

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
! style="background:#BEBEBE"| BP-1 and SP125 !! style="background:#BEBEBE"| BP-2 and SP095 !! style="background:#BEBEBE"| BP-3 and SP048
|-
|align="center" width="155"| 1½ in. ||align="center" width="155"| 1 in. ||align="center" width="155"| ¾ in.
|}

The level course can be one design level lower than the lift above it. For example, an SP level C design may be used to level under an SP level B overlay. A BP mix may be used to level under an SP Level C overlay.

==450.5 Payment==

Payment for asphaltic concrete by the square yard should only be used for full depth asphaltic concrete pavements on alternate bid projects. All other payment for asphaltic concrete should be by the ton. For preliminary design, [[Media:450 Estimate Factors 2018.doc|estimate factors]] may be used to compute quantities for bases, flexible type pavements, seal coats, etc. For final design, the designer should request estimate factors for anticipated rock formations from the District Construction and Materials Engineer to obtain more reliable results. When payment is by the ton, estimate factors should be shown on the plans with a note "For Information Purposes Only." When payment is by the square yard, estimate factors should not be shown on the plans.

==450.6 Automatic Screed Control or Established Grade Reference==

The standard specifications require the use of automatic screed controls with the sensor following a traveling reference plane. In some instances, such as a badly warped pavement or very poor riding condition, the use of an established grade reference may be desirable. If the established grade reference is desired, a special provision must be included in the contract requiring its use for the initial pass of the paver when placing the first continuous layer. The special provision may be modified to require the established grade reference for a portion of a project if necessary.

==450.7 Commercial Mixtures==

The standard specifications permit the use of approved commercial mixture for plant mix bituminous pavement and plant mix bituminous base course when so specified in the contract.
Commercial mixtures are not permitted where Section 403 or Superpave mixtures are specified. Care should be exercised when setting up small quantities of asphaltic concrete in that it may be more desirable, all factors considered, to use plant mix bituminous pavement so that a commercial mixture can be permitted.

==450.8 Asphalt Over Rubblized Pavement==
[[Image:Asphalt Over Rubblized Pavement.jpg|right]]
Rubblization is the in-place breaking of an existing Portland Cement Concrete (PCC) pavement into an aggregate base for new hot mix asphalt. When major asphalt rehabilitation over existing concrete pavement is considered the existing pavement is rubblized prior to the asphalt overlay. If the existing pavement consists of asphalt over concrete the existing asphalt should be removed prior to rubblization.

When rubblization is used, the asphalt is paid for by the ton of mix necessary to obtain the thickness indicated by Construction and Materials. The plan quantity should be established with consideration for thickness in excess of that specified to account for irregularities in the existing pavement. Similar to unbonded overlay the contractor is required to establish the existing roadway profile and set the final overlay profile. For this reason the bid item for contractor staking should be included in the contract.

There must be adequate subgrade support under old rigid pavements. Dynamic cone penetrometer (DCP) testing of the unbound layers under the PCC pavement, performed during the condition surveys, must indicate that adequate support exists for rubblization to occur.

==450.9 Safety EdgeSM==

Shaping the edge of pavement to a 30-degree bevel is an effective strategy for mitigating the negative effects associated with vertical edge drop-off. Refer to [https://www.modot.org/media/16832 Std. Plan 401.00].

As with conventional paving, the graded material adjacent to the Safety EdgeSM should be brought flush with the top of the pavement following paving. If this material should settle or be otherwise displaced in the future, however, the Safety EdgeSM would continue to provide a durable height transition to smoothly conduct vehicles back to the paved road.

Safety EdgeSM must be included in all single-lift overlay projects when the finished surface will be 21 ft. wide or greater. This includes shoulder paving unless the paved width of each shoulder exceeds 4 ft. When using the Safety EdgeSM, the quantity of asphalt mix will increase by approximately 2 percent.

Category:450 Bituminous Pavement Design

2018-09-18T19:13:48Z

Oligst1: Updated 401 link in section 450.9

{|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="160px" align="right"
|-
|'''Figures'''
|-
|[[Media:450 Estimate Factors 2018.doc| Estimate Factors]]
|}

==450.1 Asphalt Binder==

Performance grade (PG) asphalt binders are identified by their desired "high temperature" (e.g. "64", "70", "76", etc.) and "low temperature" (e.g. "-22", "-28", "-34", etc.) characteristics. The temperature numbers represent Celsius degrees and are used in 6 degree increments. The high temperature value is associated with controlling rutting, while the low temperature value is associated with resisting cold weather cracking. The following table should be used as a guide to select asphalt binder grades for bituminous mixtures.

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+ '''Asphalt Binder Selection Criteria'''
! style="background:#BEBEBE"|Type of Corridor !! style="background:#BEBEBE"|Traffic Level !! style="background:#BEBEBE"|Type of Mix !! style="background:#BEBEBE"|Asphalt Binder
|-
|rowspan="2"|Interstates and Other Freeways
|rowspan="2"|All Levels
|Surface Mixture (SP125 or SMA) and First Underlying Lift
|PG 76-22
|-
|Remaining Underlying Lifts
|PG 64-22
|-
|rowspan="4"|Other Remaining Major Routes
|rowspan="2"|Heavy Volume
|Surface Mixture (SP125) and First Underlying Lift
|PG 70-22
|-
|Remaining Underlying Lifts
|PG 64-22
|-
|rowspan="2"|Medium or Low Volume
|Surface Mixture (SP125 or BP)*
|PG 64-22
|-
|Underlying Lifts
|PG 64-22
|-
|Minor Routes
|All Levels
|All Mixtures (Generally BP-1 as Surface Mix)
|PG 64-22
|-
|colspan="4" style="background:#99CC99"|*Note: Requires JSP to include appropriate smoothness requirements.
|}

The low temperature number is to remain as indicated in the above table. The high temperature numbers have been set for the traffic loads and operation speeds normally associated with these corridors. The high temperature numbers are recommended minimums and are not to be reduced; however, may be raised to a PG 70-22 or PG 76-2, when deemed necessary, to accommodate actual or anticipated traffic conditions. Typically, the high temperature number should be raised one increment (6 degrees) when traffic speeds are expected to be in the range of 12 to 45 mph and raised two increments (12 degrees) for extremely slow traffic of < 12 mph. Typical candidates for these high temperature number raises are roadways with AADT greater than 3500 that are in a highly congested, urbanized area, have frequent stop and go traffic, or have steep grades with significantly slow traffic speeds. Use of any other PG asphalt binder must be approved by the State Construction and Materials Engineer.

If a higher type PG asphalt binder is warranted, it shall be used in the surface mixture and the first lift of the underlying mixture.

==450.2 Mix Selection==

The following table should be used as a guide in selecting the appropriate asphalt mix. See [[Other Aspects of Pavement Design#Thickness Determination|Thickness Determination]] for additional mix selection discussion regarding minor road spot improvements.

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
! style="background:#BEBEBE"|Corridor Designation !! style="background:#BEBEBE"|Traffic !!! style="background:#BEBEBE"|Recommended Mix
|-
|Interstates and Other Freeways|| All Traffic || Superpave
|-
|Remaining Major Routes|| Total Average 24 Hour Commercial Truck Traffic <math>\approx</math> 600 or greater || Superpave
|-
|Remaining Major Routes|| Total Average 24 Hour Commercial Truck Traffic <math>\approx</math> less than 600 ||| BP-1 (Sec 401)(1)(2)
|-
|Minor Routes|| Total Average 24 Hour Commercial Truck Traffic <math>\approx</math> 600 or greater || Superpave(2)
|-
|Minor Routes|| AADT > 3500 and Total Average 24 Hour Commercial Truck Traffic < 600 ||| BP-1 (Sec 401)
|-
||Minor Routes|| AADT < 3500 and Total Average 24 Hour Commercial Truck Traffic < 600 ||| BP-1 or BP-2(3)
|-
|colspan="3" style="background:#99CC99"|(1)Note: Requires JSP to include appropriate smoothness requirements.
|-
|colspan="3" style="background:#99CC99"|(2)Note: Consideration should be given to alter mix type for overlays based upon existing conditions.
|-
|colspan="3" style="background:#99CC99"|(3)Note: The selection of which mix to use is left to the district's discretion based upon past field performance.
|}

==450.3 Layer Design==
{|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="340px" align="right"
|-
|[[media:450 Options.pdf|Min. Placement Depths and Min. %AC by Volume for Asphalt Treatment Options]]
|}

'''Minimum Lift Thickness'''

The minimum lift thicknesses for asphalt layers should be:

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
! style="background:#BEBEBE"| SP250 !! style="background:#BEBEBE"| SP190 !! style="background:#BEBEBE"| SP125'''1''' !! style="background:#BEBEBE"| SP095'''1''' !! style="background:#BEBEBE"| SP048'''1'''
|-
|align="center"| 3 in. ||align="center"| 2 in. ||align="center"| 1¾ in. ||align="center"| 1½ in. ||align="center"| 1 in.
|-
|colspan="5" width="750"|'''1''' When used as the riding surface. When used as a leveling course below the top lift, the minimum lift thickness should be in accordance with [[#450.4 Level Course|EPG 450.4 Level Course]].
|}

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
! style="background:#BEBEBE"|PMBB !!style="background:#BEBEBE"| BP-1'''1''' !!style="background:#BEBEBE"|BP-2'''1''' !!style="background:#BEBEBE"| BP-3'''1'''
|-
|align="center"| 3 in.||align="center"| 1¾ in||align="center"| 1½ in.||align="center"| 1 in.
|-
|colspan="4" width="550"|'''1''' When used as the riding surface. When used as a leveling course below the top lift, the minimum lift thickness should be in accordance with [[#450.4 Level Course|EPG 450.4 Level Course]].
|}

The above minimum lift thicknesses are recommended to ensure adequate field density can be achieved and a quality product can be provided. The minimum lift thicknesses do not account for surface irregularities in the roadway. Additional asphalt quantities should be included with single lift asphalt overlays to account for the surface irregularities. The additional asphalt quantities added should be in accordance with the average rutting depth measurements from the roadway as provided in [[:Category:402 Bituminous Surface Leveling#402.1.2 Mix and Quantities|Table 402.1.2.1]].

Central Office Construction and Materials may recommend thicknesses greater than the above minimums but projects should not be designed for thicknesses less than the above minimums. If using the minimum lift thickness criteria results in the project exceeding its budget, then a finer gradation asphalt mixture should be used and designed for its minimum lift thickness or greater (for example, if 1.75 in. of BP-1 exceeds project budget, use 1.5 in. or greater of BP-2).

==450.4 Level Course==

Existing surfaces, both asphaltic and portland cement concrete, should be prepared either by milling or leveling course before the first full-thickness lift of asphalt is placed. Milling is the preferred method of leveling, however PMBP or SP asphaltic concrete may be used for spot wedging and for leveling course as per the standard specifications, providing the minimum thickness is not less than the following:

{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
|+
! style="background:#BEBEBE"| BP-1 and SP125 !! style="background:#BEBEBE"| BP-2 and SP095 !! style="background:#BEBEBE"| BP-3 and SP048
|-
|align="center" width="155"| 1½ in. ||align="center" width="155"| 1 in. ||align="center" width="155"| ¾ in.
|}

The level course can be one design level lower than the lift above it. For example, an SP level C design may be used to level under an SP level B overlay. A BP mix may be used to level under an SP Level C overlay.

==450.5 Payment==

Payment for asphaltic concrete by the square yard should only be used for full depth asphaltic concrete pavements on alternate bid projects. All other payment for asphaltic concrete should be by the ton. For preliminary design, [[Media:450 Estimate Factors 2018.doc|estimate factors]] may be used to compute quantities for bases, flexible type pavements, seal coats, etc. For final design, the designer should request estimate factors for anticipated rock formations from the District Construction and Materials Engineer to obtain more reliable results. When payment is by the ton, estimate factors should be shown on the plans with a note "For Information Purposes Only." When payment is by the square yard, estimate factors should not be shown on the plans.

==450.6 Automatic Screed Control or Established Grade Reference==

The standard specifications require the use of automatic screed controls with the sensor following a traveling reference plane. In some instances, such as a badly warped pavement or very poor riding condition, the use of an established grade reference may be desirable. If the established grade reference is desired, a special provision must be included in the contract requiring its use for the initial pass of the paver when placing the first continuous layer. The special provision may be modified to require the established grade reference for a portion of a project if necessary.

==450.7 Commercial Mixtures==

The standard specifications permit the use of approved commercial mixture for plant mix bituminous pavement and plant mix bituminous base course when so specified in the contract.
Commercial mixtures are not permitted where Section 403 or Superpave mixtures are specified. Care should be exercised when setting up small quantities of asphaltic concrete in that it may be more desirable, all factors considered, to use plant mix bituminous pavement so that a commercial mixture can be permitted.

==450.8 Asphalt Over Rubblized Pavement==
[[Image:Asphalt Over Rubblized Pavement.jpg|right]]
Rubblization is the in-place breaking of an existing Portland Cement Concrete (PCC) pavement into an aggregate base for new hot mix asphalt. When major asphalt rehabilitation over existing concrete pavement is considered the existing pavement is rubblized prior to the asphalt overlay. If the existing pavement consists of asphalt over concrete the existing asphalt should be removed prior to rubblization.

When rubblization is used, the asphalt is paid for by the ton of mix necessary to obtain the thickness indicated by Construction and Materials. The plan quantity should be established with consideration for thickness in excess of that specified to account for irregularities in the existing pavement. Similar to unbonded overlay the contractor is required to establish the existing roadway profile and set the final overlay profile. For this reason the bid item for contractor staking should be included in the contract.

There must be adequate subgrade support under old rigid pavements. Dynamic cone penetrometer (DCP) testing of the unbound layers under the PCC pavement, performed during the condition surveys, must indicate that adequate support exists for rubblization to occur.

==450.9 Safety EdgeSM==

Shaping the edge of pavement to a 30-degree bevel is an effective strategy for mitigating the negative effects associated with vertical edge drop-off. Refer to [https://www.modot.org/media/16832].

As with conventional paving, the graded material adjacent to the Safety EdgeSM should be brought flush with the top of the pavement following paving. If this material should settle or be otherwise displaced in the future, however, the Safety EdgeSM would continue to provide a durable height transition to smoothly conduct vehicles back to the paved road.

Safety EdgeSM must be included in all single-lift overlay projects when the finished surface will be 21 ft. wide or greater. This includes shoulder paving unless the paved width of each shoulder exceeds 4 ft. When using the Safety EdgeSM, the quantity of asphalt mix will increase by approximately 2 percent.

237.9 Submission of Plans and Supporting Documents

2018-08-23T16:42:30Z

Oligst1: Per Bidding and Contract Services, Updated D-12 form

[[image:237.9.jpg|left|400px|thumb|<center>'''Discuss the amount and type of excavation included in the project during the [[237.9 Submission of Plans and Supporting Documents#237.9.4 Pre-Bid Conferences|pre-bid conference]]'''</center>]]

==237.9.1 PS&E Submittal for Letting==

In preparation for the advertisement and bid opening of a project, the district submits the Plans, Specifications, and Estimate (PS&E), in an electronic format, to the Bidding and Contract Services Section of Central Office Design to be reviewed for biddability of the documents and the development of an Engineer’s Estimate of the project. Electronically signed and sealed set of plans, job special provisions, estimate, [[237.14 Electronic Design Data Delivery#237.14.1.7 Preliminary Geotechnical Report|electronic deliverables]] and other miscellaneous data necessary to process the project will be need to be saved to ProjectWise, eProjects, and WebTransport. The district retains all original data submitted in the ProjectWise document management system and eProjects SharePoint site. The submittal of paper plans is not allowed unless specifically approved by Design. The district will be responsible for uploading the project into WebTransport. Additional information concerning the submittal can be found in [[#237.9.3 PS&E Submittal Guidelines|EPG 237.9.3 PS&E Submittal Guidelines]].
{|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="200px" align="right"
|-
|'''Figures'''
|-
|[[media:Fig 237.9 (4-03.7) Example of Pre-bid Mtg agenda.doc|Example of a Pre-bid Meeting Agenda]]
|-
|'''Forms'''
|-
|[[media:D-12 Aug 22 2018.pdf|District Final Plans Checklist, Form D-12]]
|-
|[[media:Fig 237.7 (4-03.6) Example Equip & Materials List Cover ltr.doc|Form D-15, Cover Letter]]
|-
|[[media:D-15 2013.doc|Form D-15, Equipment and Materials List]]
|-
|[[media:237.9 MHTC Agenda Item Checklist 2017.docx|Conflict of Interest Form (MHTC Agenda Checklist)]]
|-
|[[media:124 Project Reviewing Checklist.docx|Project Reviewing Checklist]]
|}

All plans shall be designed in English units. No metric units or pay items will be allowed.

'''237.9.1.1 Plans.''' Detail plans submitted to Central Office Design must be a complete set of construction plans, except standard plans and bridge drawings, and placed in the Contract Plans folder of ProjectWise. The district will submit the roadway plans and the Bridge Division will submit the bridge plans to Central Office Design.

'''237.9.1.2 Job Special Provisions.''' An electronic copy of the job special provisions (JSP) is provided via eProjects SharePoint site. The final version, sealed by the engineer, will be saved to the Contract Plans folder of ProjectWise.
<div id="237.9.1.3 Estimate."></div>
'''237.9.1.3 Estimate.''' An electronic copy of the project estimate is provided via email as it contains confidential information. The file shall be in pdf format. The project estimate submitted to Central Office Design will contain the bridge estimate created by the Bridge Division. The Bridge Division will submit all bridge estimates by email for the district to include in the estimate sent to Central Office Design.

'''237.9.1.4 Working Days Study.''' An electronic copy of the project working day study, in pdf format, is provided via the eProjects SharePoint site. Work Day Studies must provide the number of working days for each Job Number on a project so a DBE Goal can be established for each Job Number. Work Day Studies should not be developed using calendar days.

'''237.9.1.5 Conflict of Interest.''' The district shall ensure the conflict of interest status previously reported to program management is current. The district is to complete the [[media:237.9 MHTC Agenda Item Checklist 2017.docx|MHTC Agenda Checklist]], which can be found electronically in the Word forms under the MoDOT tab. This form is to be completed whether there has been a change in the status as previously submitted or not and placed in the eProjects SharePoint site. For more information regarding conflict of interest, see [[:Category:129 Public Involvement#129.12 Presentation for Location or Design Approval to the Commission|EPG 129.12 Presentation for Location or Design Approval to the Commission]] and [[236.13 Designing Right of Way Plans#236.13.13 Plan Submittal and Filing|EPG 236.13.13 Plan Submittal and Filing]].

'''237.9.1.6 Miscellaneous.''' There is other information that may need to be submitted depending on the type of project. These items are placed in the eProjects SharePoint site.

'''237.9.1.6.1 Equipment and Materials List.''' All projects containing permanent highway lighting or traffic signal items, or temporary lighting and signal items to be retained by the Commission, require an [http://epg.modot.org/files/6/69/D-15_2013.doc Equipment and Materials List (Form D-15)]. An electronic copy of the form and the [http://epg.modot.org/files/4/4b/Fig_237.7_%284-03.6%29_Example_Equip_%26_Materials_List_Cover_ltr.doc Form D-15 cover letter] will be transmitted via eProjects SharePoint site. The file needs be in pdf format.

'''237.9.1.6.2 Clearance Letters, Permits and Other Information.''' The following is a list of information that is required to be placed in eProjects if they apply to the project.
:* Right of Way Clearance Letter
:* Utility Clearance Letter
:* Environmental Clearance (RES)
:* Nationwide Permit Number 14
:* Asbestos Survey Reports
:* Lead Based Paint Reports (Usually included in the Asbestos Survey Report)
:* Transportation Management Plan
:* Public Interest Findings
:* Approved Design Exceptions
:* Pavement Type Selection Letter

==237.9.2 District Quality Assurance Requirements==

===237.9.2.1 Estimates===
Before submitting plans and project documents, the district should verify that key project data is accurately entered in MoDOT’s project estimating software. The district must ensure the latest Bridge estimate is included in the estimate. Consult the “PROJECT INFORMATION” screen to verify the accuracy of the project data shown. This includes, but is not limited to, the route number(s), log miles and/or stationing, job description, location description, longitude and latitude. Identify specific routes when giving the route information. If the project involves multiple routes, list each of their numbers or abbreviations. Enter the longitude and latitude of the project midpoint. Longitudes and latitudes are used to analyze the distribution of funds, projects and construction types and accurate completion of this information is vital. Longitude and latitude coordinates may be obtained from [http://www.modot.mo.gov/newsandinfo/CountyMaps.htm MoDOT’s county maps], USGS maps, GPS devices, or other means. Enter these numbers as degrees, minutes and seconds. If seconds cannot be determined, these may be entered as “00”.

===237.9.2.2 Horizontal and Vertical Alignments===
Before submitting plans and project information for [[237.14 Electronic Design Data Delivery#237.14.1 Specifications of Electronic Design of Contract Plans for Automated Machine Guidance (AMG)|Automated Machine Guidance (AMG)]] construction methods, verify that all horizontal and vertical alignments in the coordinate geometry database (a.k.a. GPK file) contain the final alignments used for developing the plans submitted and are accurate. The coordinate geometry database should not include any preliminary alignments used in the development of the plans.

===237.9.2.3 Roadway Plan Review===
The district should thoroughly check all plans, drawings, computations, tabulations and other data prior to them uploading the project into WebTransport. Only a cursory review of these items will be performed by Central Office Design after the PS&E is submitted for review. The district is completely responsible for the accuracy, [http://epg.modot.org/index.php?title=237.1_Plan_Details#237.1.1_Plan_Preparation precision] and completeness of plans. Central Office Design personnel are available to advise the district at any time during the process of developing the plans. Please feel free to contact the Bidding and Contract Services Section to get advice on how to organize Alternate Pavements.

Changes to plans that have been advertised must be kept to a minimum. Changes to projects designated as [[:Category:123 Federal-Aid Highway Program#123.1.1 FHWA Oversight - National Highway System|PoDI by FHWA for Final PS&E on the PoDI Matrix]] are to be approved by FHWA before they are advertised. No substitution, addition, or deletion should be made to any project within one week of the bid opening, unless failure to make the correction will substantially affect the bidding or cost of the project. All other necessary proposal changes or plan revisions should be forwarded to district Construction and Materials upon completion of the bid opening for incorporation into the contract by change order or notification to the contractor at the pre-construction conference.

==237.9.3 PS&E Submittal Guidelines==

All plans, specifications and estimates (PS&E), must be uploaded into WebTransport, saved to ProjectWise, and saved to eProjects no later than their due date found on the [http://sharepoint/sites/de/Bid/PSE_Due_Dates/Due_Dates_2018.pdf PS&E Due Date Chart] on the Bidding and Contract Services SharePoint site. FHWA has selected projects to be reviewed and approved by FHWA before they can be advertised. These projects are called Projects of Division Interest (PoDI) projects. PoDI projects and projects designed for the US Forest Service must be received in Central Office Design no later than 14 weeks prior to the bid opening date. A [[:Category:123 Federal-Aid Highway Program#123.1.1 FHWA Oversight - National Highway System|list of the PoDI projects]] is available on the Bidding and Contract Services SharePoint site. This will provide the minimum amount of time required for processing and obtaining FHWA’s approval, and other required approvals, before advertising the projects for bidding. The deadline for submitting extremely complex projects, or those projects requiring a pre-bid conference, must be coordinated with Bidding and Contract Services Section. All right of way clearances, utility adjustments, permits, agreements, bridge designs, archaeological and environmental matters, etc., are to be completed prior to the submission of plans for the bid opening. If these items are not complete at the time of the PS&E submittal, the project will be identified as late on the Division Tracker Measure. The following describes the process for electronically submitting all PS&E documents to Central Office Design for processing.

===237.9.3.1 Schedule for Submittal===
All PS&E information should be saved and available in ProjectWise, eProjects, and uploaded into WebTransport by the [http://sharepoint/sites/de/Bid/PSE_Due_Dates/Due_Dates_2018.pdf PS&E due dates]. The project manager shall notify Design that the final plans are ready for processing by sending an email to the following address:

::[mailto:plan.submittal@modot.mo.gov plan.submittal@modot.mo.gov ]

Please specify the job number and letting date in the subject of the email. The following information must be attached to this email:

:* The D-12 form
:* The District Estimate printed out in pdf format
:* The .PLUS file from Bid Tab Professional for the project
:* The .XML file from Bid Tab Professional for the project

===237.9.3.2 Required Information for Submittal===
The PS&E submittal should contain the following information, if applicable, and any additional project specific information needed to process the project:

:* [[#237.9.1 PS&E Submittal for Letting|Plans]]
:* [https://spexternal.modot.mo.gov/sites/de/JSP/Forms/JSPByTitle.aspx Job Special Provisions (JSPs)]
:* [[media:D-12 Aug 22 2018.pdf|D-12]]
:* [http://epg.modot.org/index.php?title=Category:128_Conceptual_Studies#128.4_Pavement_Rehabilitation_Projects_for_Freeways Pavement Type Selection Report]
:* [http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/WORK%20DAY%20STUDY%20-%20124.dot Work Day Study]
:* [http://epg.modot.org/files/5/55/643.1_Utility_Status_Letter.doc Utility Clearance Letter]
:* Right of Way Clearance Letter
:* Environmental Clearance (RES)
:* [http://epg.modot.org/files/6/69/D-15_2013.doc D-15 Equipment and Materials list] and [http://epg.modot.mo.gov/files/4/4b/Fig_237.7_%284-03.6%29_Example_Equip_%26_Materials_List_Cover_ltr.doc cover letter]
:* [http://epg.modot.org/index.php?title=236.13_Designing_Right_of_Way_Plans#236.13.17_Requesting_Asbestos_Inspection Asbestos Survey Inspection Reports]
:* Nationwide Permit Number 14
:* [http://epg.modot.org/files/0/0f/237.9_MHTC_Agenda_Item_Checklist_Sept_2014.docx Conflict of Interest Form]
:* [http://epg.modot.org/index.php?title=616.14_Work_Zone_Safety_and_Mobility_Policy#616.14.10_Transportation_Management_Plan Transportation Management Plan]
:* [http://epg.modot.org/index.php?title=237.14_Electronic_Design_Data_Delivery Electronic Deliverables]

===237.9.3.3 Guidelines Details===

====237.9.3.3.1 Roadway Plans====
The district shall only save the signed and sealed plan sheets and the electronic deliverables files in the Contract Plans Folder of ProjectWise under the appropriate district and job number. This folder is intended to only contain the contract documents that are used to advertise a project for bids. The Job Number (Job#) subfolder is automatically generated in the Contract Plans folder when the pdf is created from the original location. For consultant plans and the Right of Way Folder, the district will need to contact the CADD Training Center’s ProjectWise Administrator who will create the folder for you. The district may also contact Central Office Design as the project’s reviewer can provide this service.
[[image:237.9.6.3.1.jpg|center|340px]]

====237.9.3.3.2 File Name Convention for Roadway Plans====
The roadway plan sheets must have a file name that follows MoDOT’s standard file naming convention found in [http://epg.modot.org/index.php?title=237.13_File_Naming_Convention EPG 237.13 Contract Plan File Name Convention]. The Central Office Reviewer will do a Quality Assurance check of the file names to ensure they follow the standards and will ask the district to change any file name that does not follow the standard.

====237.9.3.3.3 Electronic Deliverables File====

The district or consultant should save all additional information to be provided to the contractor in a zip file called [[237.14 Electronic Design Data Delivery|Electronic Deliverables]]. The zip file should be placed in the Contract Plans Folder of ProjectWise at the time the PS&E documents are submitted to Central Office Design. The file should include the following information if applicable to the project.

:1. Electronic Design Data for contractor estimating, surveying and construction (EDD). Reference [[237.14 Electronic Design Data Delivery#237.14.1 Specifications of Electronic Design of Contract Plans for Automated Machine Guidance (AMG)|EPG 237.14.1 Specifications of Electronic Design of Contract Plans for Automated Machine Guidance (AMG)]].
:::* This information is required when cross sections are provided on a project.
:2. Work Zone Impact Analysis Spreadsheets
:3. Plans for the existing bridge. These are provided by the Bridge Division and are found in the Contract Plans folder in ProjectWise.
:::* When there are 10 or fewer sheets, the Bridge Information Sheets are included at the end of the Bridge Plans. These sheets will be given sheet numbers that continue the sheet numbers of the Bridge Plans.
:::* When there are more than 10 sheets, the Bride Information Sheets are put in a separate zip file to be included in the Electronic Deliverables.
:4. Any geotechnical reports to be provided to the contractor
:5. D-15 Equipment and Materials List for permanent signal and lighting equipment

The file naming convention and structure of the file should be as shown in the example below:

:J4P3100_ J4P3182_Electronic_Deliverables.zip (This is the File Name)
::J4P3100 (This is a Folder)
:::J4P3100_EDD_Info.zip
:::J4P3100_Bridge_Info_Sheets.zip
:::J4P3100_Geotech_Report.pdf
:::J4P3100_D15_Equipment_and_Materials.pdf

::J4P3182 (This is a Folder)
:::J4P3182_EDD_Info.zip
:::J4P3182_Bridge_Info_sheets.zip
:::J4P3182_Geotech_Report.pdf
:::J4P3182_D15_Equipment_and_Materials.pdf
:::J4P3100_ J4P3182_Work_Zone_Impact_Analysis_Spreadsheets.zip

The district or consultant is responsible for all QA/QC of the files. It is the project manager’s responsibility to ensure all data is present and accurate. Sometimes the Electronic Deliverables file can become too large to post to [http://www.modot.org/business/contractor_resources/bid_opening_info/OpenLetting.shtml MoDOT's Online Plans Room]. It is required that the file size be limited to 500,000 KB.

The Bridge Division sometimes provides Bridge Information Sheets that supply the existing bridge plans in a zip file. This file will be placed in the Contract Plans folder by the Bridge Division and have a file name as shown below. The district will responsible for putting this information in their Electronic Deliverables file.

:Job#_Bridge_Information_Sheets_OptionalDescription.zip

====237.9.3.3.4 PS&E Supporting Documents====

=====237.9.3.3.4.1 File Location=====
All supporting documentation for the PS&E submittal will be placed in the [http://eprojects/Docs/Forms/AllItems.aspx eProjects SharePoint site] with a “DE Letting Documents” content type. The Project Manager will be responsible for creating the Project in eProjects and insuring that all metadata is entered correctly.

A screen print of the eProjects web site, in the project 5U0675, is shown below.
[[image:237.9.3.3.4.1.jpg|center|750px]]

=====237.9.3.3.4.2 File Naming Conventions=====
The applicable supporting documents for the PS&E will be saved by the district using a file name as shown below. The districts are responsible for creating any pdf files needed. Any scanned documents that will appear in the contract must be scanned at a minimum of 300 dpi. In the examples below, Job# = Job Number (i.e., J6I1234). Italicized items are optional. All supporting documents must be saved with a content type equal to “DE Letting Documents”.

:Job#-Creator’s Userid.PLUS (Place in the Specs and Estimate folder only)
:Job#.XML (Place in the Specs and Estimate folder only)
:'''Job#_Conflict_of_Interest_CommissionerName.pdf or doc''' (eProjects)
:Job#_D-12_Checklist.doc (eProjects)
:Job#_D-15_Cover_Letter.pdf (eProjects)
:Job#_D-15_Equipment_Listing.pdf (can include cover letter) (eProjects)
:Job#_Estimate.pdf (Place in the Specs and Estimate folder only)
:Job#_FFOS_Breakdown.xlsx (eProjects)
:Job#_JSP_Roadway_OptionalDescription.doc (eProjects)
:Job#_JSP_Bridge_OptionalDescription.doc (eProjects)
:Job#_JSP_Sewer_OptionalDescription.doc
:Job#_TMP_Summary.docx or pdf (see [http://epg.modot.org/index.php?title=616.14_Work_Zone_Safety_and_Mobility_Policy#616.14.10_Transportation_Management_Plan EPG 616.14.10 Transportation Management Plan])
:Job#_Work_Day_Study.pdf or xlsx
:Job#_Public_Interests_Finding.pdf or doc (see [http://epg.modot.org/index.php?title=131.2_Proprietary_Items_and_Public_Interest_Findings EPG 131.2 Proprietary Items and Public Interest Findings])
:Job#_Work_Zone_Analysis_Spreadsheet_OptionalDescription.xlsm

The following documents will be included in the “Doc - Letting Documents” view but will have different content types within eProjects:

:Content Type: Design Exceptions
:Job#_Design_Exceptions.pdf (see [http://epg.modot.org/index.php?title=131.1_Design_Exception_Process#131.1.1_When_to_Complete_a_Design_Exception EPG 131.1.1 When to Complete a Design Exception])

Other information related to the project should be saved in eProjects with a content type of “DE Letting Documents”. Although the below information may not be saved in eProjects by the project manager, it is still the responsibility of the project manager to verify the information is available in eProjects before the PS&E submittal to Central Office Design. The district should continue to be aware of all issues associated with the below documents.

:* Environmental Section
::Job#_PermitName_Permit#.pdf (i.e., J6I1234_NWP_14.PDF) (see [http://epg.modot.org/index.php?title=127.19_Section_404_Clean_Water_Act_for_Bridge_Demolitions#127.19.1.3__Process EPG 127.19.1.3 Process])
::Job#_Permit_nonpcn.pdf (non-preconstruction notification)
::Job#_RES_Final.pdf (Link see [[127.1 Request for Environmental Services|EPG 127.1 Request for Environmental Services]])
:* Central Office Right of Way Section (see [http://epg.modot.org/index.php?title=236.13_Designing_Right_of_Way_Plans#236.13.16__Right_of_Way_Clearance EPG 236.13.16 Right of Way Clearance])
::Job#_RW_Clearance_type_date.pdf
:* District Utilities Engineer (see [http://epg.modot.org/index.php?title=643.1_Utilities_-_Status_and_Liability_Acceptance#643.1.2_Utility_Status EPG 643.1.2 Utility Status])
::Job#_Utilities_Clearance_Letter.pdf

:* Construction and Materials Chemical Laboratory (see [http://epg.modot.org/forms/CO/Asbestos%20Survey%20Report%20-%20All%20Suspect%20ACM%20%20(Form%20T746).dot Survey Report - All Suspect ACM (Form T746).dot Asbestos Survey Report - All Suspect ACM, Form T746])
::Job#_Asbestos_Report_OptionalDescription.pdf

:* Transportation Planning (see [http://epg.modot.org/index.php?title=237.8_Contract_Time#237.8.4_Acceleration_of_Work_Clauses EPG 237.8.4 Acceleration of Work Clauses])
::Job#_ Road_User_Costs.doc or pdf

The following documents will be included in the “Doc - Letting Documents” view but will have different content types within eProjects:

:* Construction and Materials Pavement Group (see [http://epg.modot.mo.gov/index.php?title=Category:128_Conceptual_Studies#128.4_Pavement_Rehabilitation_Projects_for_Freeways EPG 128.4 Pavement Rehabilitation Projects for Freeways])
::Content Type: Pavement Design
::Job#_Pavement_Type_Selection.doc or pdf

===237.9.3.4 Roadway JSP Submittal Process===
[[image:237.9.6.4.1.jpg|right|275px]]
1. The Roadway Job Special Provisions (JSPs) will be saved to eProjects, with a “DE Letting Documents” content type, for review by Central Office Design. The initial submittal of the Job Special Provisions (JSPs) will not contain the engineer’s seal, but must contain the engineer’s signature block. The template for the engineer’s signature block is available on [https://spexternal.modot.mo.gov/sites/de/JSP/Forms/JSPByTitle.aspx MoDOT’s Job Special Provisions web page] in the “Roadway_JSP_Templet” JSP.

2. Upon completion of the initial review of the PS&E, the reviewer will provide review comments to the project manager by e-mail and request the district’s response. The districts will email the reviewer their response to the reviewer’s comments. The district will also email a marked up copy of the estimate showing any changes to be made to the estimate. The district will inform the reviewer of any sheets that need to be deleted for revisions to the plans and also inform the reviewer when the revised sheets are available for review.

3. Upon finalizing the review process, the reviewer will convert the JSPs into a pdf, add any additional information such as D-15 Equipment and Material Lists, nationwide permits, or asbestos survey reports and prepare the document for the engineer’s seal. The reviewer will save the completed set of JSPs to the Contract Plans folder in ProjectWise. The reviewer will then notify the project manager, via e-mail, that the [http://epg.modot.org/index.php?title=103.1_Bid_Opening_and_Award_Process#103.1.6.1_Assembling_Request_for_Bid Request for Bid document] (Bid Book) and the JSPs are saved in ProjectWise in the Contract Plans Folder and are ready for the district’s review and approval.

4. After reviewing the bidding documents, the project manager will apply the engineer’s seal to the Roadway JSPs and change the state of the file to “Signed and Sealed”.

5. The project manager shall contact the reviewer, via e-mail, that the bidding documents are ready for posting to the [http://www.modot.org/business/contractor_resources/bid_opening_info/OpenLetting.shtml MoDOT's Online Plans Room].

6. JSPs sealed by a Consultant shall contain the consultant’s name, address, phone number, and certificate of authority in the seal block. The certificate of authority is a number, given by the Secretary of State Office, authorizing the engineering company to do business in the state of Missouri. The engineer’s seal shall not place any restrictions on the file that would limit MoDOT’s ability to print, assemble, or place comments on the document.

===237.9.3.5 Applying Engineer’s Seal to JSPs===
There are a variety of different scenarios for applying the engineer’s seal. Any combination of signing and sealing the JSPs can be used to seal the JSPs for advertising the project on [http://www.modot.org/business/contractor_resources/bid_opening_info/OpenLetting.shtml MoDOT's Online Plans Room].

1. If the JSPs contain only one seal, either wet or electronic, simply apply the engineer’s seal and save as an Adobe Acrobat pdf file. JSPs with a wet seal will need to be scanned at 300 dpi and saved as a pdf file.

2. JSPs containing multiple wet seals, simply apply all wet seals, scan the document and save the file as a pdf.

3. If the JSPs contain multiple seals, with only one electronic seal and any number of wet seals, the wet seals should be applied first, the document scanned, and a pdf of the file should be placed in ProjectWise in the Contract Plans Folder. The reviewer, in Central Office Design, should be notified so they can prepare the documents for an electronic seal. When the document is ready, the reviewer will notify the PM that the document is in the Contract Plans Folder and that it is ready for their electronic seal.

4. If the JSPs contain multiple seals, with more than one electronic seal, the electronic seals may be applied to the JSPs and saved as one file. All the electronic seals must be applied using Adobe Acrobat X Pro or a newer version of the software. The last person sealing the document must optimize the document for fast web viewing or the document cannot be opened in ProjectWise. Please note that it is recommended that only one electronic seal be applied to a JSP as files have become corrupt when multiple electronic seals have been applied. Please contact the reviewer, in Central Office Design, for help with multiple seals.

5. The signature block should list the JSPs that apply to each engineer’s seal. If there is only one engineer’s seal that applies to all JSPs, then you may list all sections or abbreviate the listing (i.e., All, A to G, A - G, etc.). You should list the sections (A - G) if Additional Information is attached to the JSP. The Project Manager will be taking responsibility for the Additional Information if "All" is used.

===237.9.3.6 Finalizing the PS&E for Advertisement===

====237.9.3.6.1 Creating Proposal====
The reviewer will create the Proposal by combining the following file in the order shown below using Adobe Acrobat Pro. Combining the sheets into a zip file or Adobe Acrobat package or binder is not acceptable. Not all files shown will be needed on every project.
::Bid Book
::Roadway JSPs for Job No. A
::Bridge JSPs for Job No. A
::Roadway JSPs for Job No. B
::Bridge JSPs for Job No. B

====237.9.3.6.2 Packaging Plans====
The reviewer will create a single file that contains all roadway plans by combining the following sheets in the order shown below using Adobe Acrobat Pro. Combining the sheets into a zip file or Adobe Acrobat package or binder is not acceptable. Not all sheets shown will be needed on every project.
::Roadway Plans for Job No. A
::Bridge Plans for Job No. A
::Roadway Plans for Job No. B
::Bridge JSP Plans for Job No. B

====237.9.3.6.3 Packaging Cross Sections====
The reviewer will create a single file that contains all cross section sheets by combining the following sheets in the order shown below using Adobe Acrobat Pro. Combining the sheets into a zip file or Adobe Acrobat package or binder is not acceptable. Not all files shown will be needed on every project.

::Cross Sections Sheets for Job No. A
::Cross Sections Sheets for Job No. B

===237.9.3.7 Posting Projects for Advertisement===

Bidding and Contract Services Section (BCS), of Central Office Design, will place the bidding documents on MoDOT’s Electronic Plans Room advertising the project. The files used in the advertisement will consist of the Proposal, plan sheets, cross sections sheets, EBS file, and the Electronic Deliverables file. The Proposal includes the Bid Book, Roadway JSPs, Bridge JSPs, and any other JSPs needed for the project. All files posted will be in the Adobe Acrobat pdf format. The BCS Section will also save a copy of the advertised documents in eProjects with a “DE Award Plans” content type in the project parent Job Number. Any other Job Number on the call will be listed in the Additional Projects field of the file’s Properties. Each Job Number will be separated by a semicolon

===237.9.3.8 Summary of Content Type for eProjects===

MoDOT uses the eProjects SharePoint site to store all permanent information needed on a project. eProjects is organized using Projects and metadata which is assigned to each file. Folders are not allowed to be used. The metadata is used for fast searches to find the information a user needs without having to search through multiple folders. All the information in eProjects, used in the letting of a project, is organized by projects. The name of the project is the Job Number. Each project will contain more data than is needed to let a project so entering the Metadata correctly is very important. The Project Manager is responsible for the metadata being entered correctly. Below is a summary of the metadata that needs to be entered:

:All Job Numbers entered must have the beginning “J” removed. This is so the information in the Planning database (SIMS) will be compatible. The SIMS information is automatically populated in the metadata by the Job Number.

:All PS&E Supporting Documents ([[#237.9.3.3.4 PS&E Supporting Documents|EPG 237.9.3.3.4 PS&E Supporting Documents]]) will have a Content Type = DE Letting Documents and Division = DE

:All advertised plans will have a Content Type = DE Award Plans and Division = DE

:All Contracts with the contractor will have a Content Type = DE Construction Contracts and Division = DE

==237.9.4 File Naming Convention for Addendums==

The file name for all [[103.1 Bid Opening and Award Process#103.1.6.6.1.1 Revisions to Plan Sheets|revised plan sheets]] for the first addendum must contain a _R001 at the end of the existing file name; the second addendum will contain a _R002; etc. The project manager shall notify the reviewer, via email, that the addendum is ready for processing in ProjectWise. Examples of the file naming convention are shown below.

:::001_TITLE_J6I1234_I1_R001.pdf
:::002_TS_01_J6I1234_I100_R001.pdf
:::130517_F01_J6I1234B_Electronic_Deliverables_R001.zip
:::130517_F01_J6I1234B_Addendum Letter_R001.pdf
:::130517_F01_J6I1234B_Addendum Letter_R002.pdf
:::130517_F01_J6I1234B_Addendum Letter_R003.pdf
:::130517_F01_J6I1234B_Bid_Book.pdf
:::130517_F01_J6I1234B_Bid_Book_R002.pdf
:::130517_F01_J6I1234B_JSP_Roadway.pdf
:::130517_F01_J6I1234B_JSP_Roadway_R001.pdf
:::130517_F01_J6I1234B_JSP_Roadway_R002.pdf
:::130517_F01_J6I1234B_JSP_Bridge_R003.pdf

Please note that this file naming convention is for addendums (kites) only and should not be used for revisions that are made to the plans before the project is advertised for bids. The _R001, at the end of the file name, is to be used only for changes/revisions associated with addendums that occur AFTER the plans have been advertised for bids and not during the standard revision process that occurs before the plans are advertised.

The files contained within the Contract Plans folder in ProjectWise should only be those that are part of the final bid documents made available to contractors on the [http://www.modot.org/business/contractor_resources/bid_opening_info/OpenLetting.shtml MoDOT's Online Plans Room]. Therefore, if you make changes to a sheet prior to the job being advertised for bids, please ask the reviewer to delete the sheet in ProjectWise before adding the revised sheet. This will eliminate any confusion when an addendum is needed for the project.
[[image:237.9.6.6. sheet deleted.jpg|right|225px]]
If there are multiple revisions to a plan sheet, and it is clearer to create an entirely new plan sheet, the district should mark an “X” through the existing plan sheet, add the triangle symbol with a number in the triangle, add the note “Sheet Deleted” and create a new plan sheet. The new sheet number should be updated with an “A” (i.e., if deleting Sheet 21, then the new sheet number will be 21A), and the sheet added should be designated with the triangle symbol with a number in the triangle and the note “Sheet Added”. The file naming convention for the deleted sheet will automatically be updated (through the pdf creation) with the _R001 because a revision was made to the existing sheet, as below. The deleted sheet should have an X through the sheet and still contain the engineer’s seal. The deleted sheet must remain in Contract Plans so there is no missing sheet number.

'''Sheets Deleted and Added'''

:[http://epg.modot.org/index.php?title=103.1_Bid_Opening_and_Award_Process#Delete_Sheet Sheet Deleted] = 009_TS_21_J0I0985_I100_R001.pdf

:[http://epg.modot.org/index.php?title=103.1_Bid_Opening_and_Award_Process#Add_Sheet Sheet Added] = 009_TS_21A_J0I0985_I100_R001.pdf

The newly created sheet will not automatically have the _R001 added because there was no file with that name existing when the sheet was added. Therefore the _R001 must be added to the end of the file name, by renaming the file, to associate the file to the addendum. The district must rename the sheet before the engineer seals the file or the reviewer will need to rename the file.

Note: Once the plans have been advertised for bid, any revision to the plans must be treated as an addendum.

==237.9.5 Bridge Plans==

1. The Bridge Plan Sheets, Bridge JSPs and information only sheets will be saved in a separate file folder than the roadway documents included in the PS&E submittal package. The bridge plans and information sheets will be saved in the following location:

* Documents Folder
:- Contract Plans Folder
::- District Folder
:::- Job Number Folder
::::- Bridge Number Folder

The Bridge JSPs will be saved in the following location:
* Documents Folder
:- Contract Plans Folder
::- District Folder
:::- Job Number Folder

2. All other supporting documentation for the PS&E submittal will be provided to the district by email. Below is a listing of file names the Bridge Division may need to supply to the District Design. All files listed may not be needed for every project. Italicized text indicates optional text to may be included in the file name:

::Job#BR_''Bridge#_UserID.''PLUS
::Job#BR_''Bridge#''.XML
::Job#_''Bridge#''_Estimate.BAM
::Job#_''Bridge#_Estimate.''BDW
::Job#_''Bridge# Estimate.''CES
::Job#_''Bridge#_Estimate''.CTG
::Job#_''Bridge#''_Bridge_Supplemental_Report.doc
::Job#_''Bridge#_Memo_To_Design.doc
::Job#_Bridge#_Cost''_Estimate.pdf
::Job#_''Bridge#''_Layout_Sheets_Summary.doc

Construction and Materials Geotechnical Engineering will save the soundings for a bridge into eProjects with a “DE Letting Documents” content type. The Bridge Division memo to the district will indicate which bridges have soundings to ensure district will include sounding logs in the Bridge Electronic Deliverables.
Job# _Geotechnical_Report.zip

==237.9.6 Consultant Designed Projects==

All plans for consultant-designed projects shall be submitted to Central Office in electronic form. The consultant may choose either of the two methods described below.

:'''1. Scanned plan sheets:''' The consultant can continue to sign and seal plan sheets using traditional wet seals and handwritten signatures as required by [http://www.moga.mo.gov/mostatutes/stathtml/32700004111.html state statute]. All consultants that sign and seal plans must include the Company's Name, Address, Phone Number, and Certificate of Authority Number in the title block.

:The consultant is responsible for scanning each signed and sealed plan sheet to individual Adobe Acrobat Files (pdf format) following MoDOT’s standard [http://epg.modot.org/index.php?title=237.13_File_Naming_Convention file naming convention]. No TIFF images will be accepted. The scanned files shall use a resolution of 300 dpi on a D-size (22 in. x 34 in.) sheet. In addition to the scanned images, the consultant shall submit one full size set of the original signed and sealed set of plans.

:'''2. Electronically signed and sealed plan sheets:''' The consultant may use the Adobe Acrobat electronic signature technology to sign and seal each plan sheet.

:If choosing to electronically sign and seal the plans, the consultant shall submit the certificate of authenticity for each professional engineer signing and sealing the plans to the [mailto:Christian.Schwandtner@modot.mo.gov Design Management Systems Administrator] for signature verification purposes. All consultants that sign and seal plans must include the Company's Name, Address, Phone Number, and Certificate of Authority Number in the title block. MoDOT purchases all rights to the consultant plans and as such the Adobe Acrobat electronic signature technology shall be set to allow the following actions:
[[image:237.9.6.jpg|center|300px]]

Consultants shall submit a copy of the electronic files to the District Project Manager for roadway projects or to the Structural Project Manager for bridge projects in DVD or CD-ROM media. The district or division is responsible for saving the pdfs of all signed and sealed plan sheets in the Contract Plans folder of Project Wise in accordance with [[#237.9.3 PS&E Submittal Guidelines|EPG 237.9.3 PS&E Submittal Guidelines]]. The district design team and the Bridge Division will be responsible for saving all supporting PS&E submittal documentation in the eProjects SharePoint site.

==237.9.7 Plans Distribution==

The Print Shop provides copies of the bidding documents which are Plans, Cross Sections, and Proposals (Bid Book and JSPs) to MoDOT’s divisions and districts and agencies outside of MoDOT. Below is a listing of their distribution of bidding documents:

When the Projects are Advertised:

:* Bridge Division- 2 set of plans and 1 set of proposals for any project with bridge construction. Cross sections are not provided.
:* CO Design – 2 set of plans and proposals for all projects. Cross sections are not provided.

When the projects are Awarded:

:* District – 8 sets of plans and proposals and 3 sets of cross sections for all projects.
:* Department of Natural Resources, Division of Geology and Land Survey – 1 set of plans.
:* FHWA – 1 set of plans, proposals and cross sections for projects designated for federal involvement for construction elements.
:* Electronic copy of awarded plans will be placed in eProjects with “DE Awarded Plans” content type.
:* Electronic copy of awarded construction contract will be placed in eProjects with “DE Construction Contracts” content type.

==237.9.8 Pre-Bid Conferences==

Pre-bid conferences are held to increase potential bidders’ understanding of the plans and specifications. A pre-bid conference is not a substitute for a constructability review by the project team during [[:Category:235 Preliminary Plans#235.5 Field Checks|plan development]]. Pre-bid conferences are required for all unique or complex projects, or projects with particularly difficult or unusual staging or construction methods. As a general rule, a pre-bid conference is to be held for any project with a programmed cost in excess of $20 million, although the cost of the project is not the only factor to be considered.

Pre-bid conferences are typically held one to two weeks after the advertisement of the project. The time and location of the pre-bid conference are set by the project manager in coordination with [http://wwwi/design/default.htm Central Office Design]. The pre-bid meeting must be scheduled in such a way as to allow the potential bidders sufficient time to review the bidding documents. Minutes and a listing of all who attended the pre-bid conference are to be completed by the project manager and sent to the reviewer in Central Office Design. Central Office Design will post the minutes and a listing of contractors who attended the meeting on [http://www.modot.org/business/contractor_resources/bid_opening_info/PreBidNotice.htm MoDOT’s Pre-Bid Notices website]. Changes to the bidding documents as a result of the pre-bid conference will be handled as an addendum.

The MoDOT project manager is responsible for preparing an agenda for the pre-bid conference, and ensuring the proper topics are discussed. The following is a list of possible topics that may be discussed at the pre-bid conference:

* Project overview

* General discussion of the design philosophy used for this project.

* Status of right of way acquisition (if not clear).

* Status of utility adjustments (if not clear).

* Any non-standard pay items or special bid items including “No Direct Pay” or lump sum items.

* Any [http://www.modot.mo.gov/business/contractor_resources/biditemslisting.htm bid item] including work that may not be readily apparent to the contractor.

* Any item or condition out of the ordinary.

* All special provisions, especially any unusual conditions.

* Any constructability concern or anticipated difficulty during the construction.

* General clarification of major bid items.

* Discuss the available sub-surface information, the amount and type of excavation included in the project, and the availability of any necessary [[127.22 Off-Site Borrow, Spoil, and Staging Areas|borrow material]].

* Traffic Control Plans and how they relates to any staged construction.

* Options for staging of construction.

* Critical schedules needing to be met, working days, completion date, and any critical sequences of construction.

* Phasing of construction contracts and how this project relates to other projects in the vicinity (future bid opening schedules, potential conflicts, coordination of other contracts, etc.)

* Special environmental concerns or practices that must be observed during construction including any permits and the special conditions imposed by them.

* Other agencies involved with this project.

* Identify any controversial items.

* Public concerns expressed during the design of the project.
[[image:237.9.4 DBE.jpg|right|250px|thumb|<center>'''DBE Goal'''</center>]]
* Unique design concerns, including special agreements made during right of way negotiations.

* Any contractor questions which have been answered prior to the meeting.

* Define the lines of communication between the contractor and MoDOT regarding questions the contractor may have about the plans (clarifications of plans, errors, omissions, etc.). Identify the proper contacts for questions.

* The [http://www.modot.mo.gov/business/contractor_resources/External_Civil_Rights/DBE_program.htm DBE] and Trainee goal requirements for the project.

* Shop drawing procedures.

* Answer any questions regarding the payment process or change order process and introduce the Resident Engineer and/or inspectors.

* An [[media:Fig 237.9 (4-03.7) Example of Pre-bid Mtg agenda.doc|example of a pre-bid meeting agenda]].

[[category:237 Contract Plans|237.09]]

237.9 Submission of Plans and Supporting Documents

2018-08-23T16:41:25Z

Oligst1: Per Bidding and Contract Services, updated D-12 form.

[[image:237.9.jpg|left|400px|thumb|<center>'''Discuss the amount and type of excavation included in the project during the [[237.9 Submission of Plans and Supporting Documents#237.9.4 Pre-Bid Conferences|pre-bid conference]]'''</center>]]

==237.9.1 PS&E Submittal for Letting==

In preparation for the advertisement and bid opening of a project, the district submits the Plans, Specifications, and Estimate (PS&E), in an electronic format, to the Bidding and Contract Services Section of Central Office Design to be reviewed for biddability of the documents and the development of an Engineer’s Estimate of the project. Electronically signed and sealed set of plans, job special provisions, estimate, [[237.14 Electronic Design Data Delivery#237.14.1.7 Preliminary Geotechnical Report|electronic deliverables]] and other miscellaneous data necessary to process the project will be need to be saved to ProjectWise, eProjects, and WebTransport. The district retains all original data submitted in the ProjectWise document management system and eProjects SharePoint site. The submittal of paper plans is not allowed unless specifically approved by Design. The district will be responsible for uploading the project into WebTransport. Additional information concerning the submittal can be found in [[#237.9.3 PS&E Submittal Guidelines|EPG 237.9.3 PS&E Submittal Guidelines]].
{|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="200px" align="right"
|-
|'''Figures'''
|-
|[[media:Fig 237.9 (4-03.7) Example of Pre-bid Mtg agenda.doc|Example of a Pre-bid Meeting Agenda]]
|-
|'''Forms'''
|-
|[[media:D-12 June 6 2018.pdf|District Final Plans Checklist, Form D-12]]
|-
|[[media:Fig 237.7 (4-03.6) Example Equip & Materials List Cover ltr.doc|Form D-15, Cover Letter]]
|-
|[[media:D-15 2013.doc|Form D-15, Equipment and Materials List]]
|-
|[[media:237.9 MHTC Agenda Item Checklist 2017.docx|Conflict of Interest Form (MHTC Agenda Checklist)]]
|-
|[[media:124 Project Reviewing Checklist.docx|Project Reviewing Checklist]]
|}

All plans shall be designed in English units. No metric units or pay items will be allowed.

'''237.9.1.1 Plans.''' Detail plans submitted to Central Office Design must be a complete set of construction plans, except standard plans and bridge drawings, and placed in the Contract Plans folder of ProjectWise. The district will submit the roadway plans and the Bridge Division will submit the bridge plans to Central Office Design.

'''237.9.1.2 Job Special Provisions.''' An electronic copy of the job special provisions (JSP) is provided via eProjects SharePoint site. The final version, sealed by the engineer, will be saved to the Contract Plans folder of ProjectWise.
<div id="237.9.1.3 Estimate."></div>
'''237.9.1.3 Estimate.''' An electronic copy of the project estimate is provided via email as it contains confidential information. The file shall be in pdf format. The project estimate submitted to Central Office Design will contain the bridge estimate created by the Bridge Division. The Bridge Division will submit all bridge estimates by email for the district to include in the estimate sent to Central Office Design.

'''237.9.1.4 Working Days Study.''' An electronic copy of the project working day study, in pdf format, is provided via the eProjects SharePoint site. Work Day Studies must provide the number of working days for each Job Number on a project so a DBE Goal can be established for each Job Number. Work Day Studies should not be developed using calendar days.

'''237.9.1.5 Conflict of Interest.''' The district shall ensure the conflict of interest status previously reported to program management is current. The district is to complete the [[media:237.9 MHTC Agenda Item Checklist 2017.docx|MHTC Agenda Checklist]], which can be found electronically in the Word forms under the MoDOT tab. This form is to be completed whether there has been a change in the status as previously submitted or not and placed in the eProjects SharePoint site. For more information regarding conflict of interest, see [[:Category:129 Public Involvement#129.12 Presentation for Location or Design Approval to the Commission|EPG 129.12 Presentation for Location or Design Approval to the Commission]] and [[236.13 Designing Right of Way Plans#236.13.13 Plan Submittal and Filing|EPG 236.13.13 Plan Submittal and Filing]].

'''237.9.1.6 Miscellaneous.''' There is other information that may need to be submitted depending on the type of project. These items are placed in the eProjects SharePoint site.

'''237.9.1.6.1 Equipment and Materials List.''' All projects containing permanent highway lighting or traffic signal items, or temporary lighting and signal items to be retained by the Commission, require an [http://epg.modot.org/files/6/69/D-15_2013.doc Equipment and Materials List (Form D-15)]. An electronic copy of the form and the [http://epg.modot.org/files/4/4b/Fig_237.7_%284-03.6%29_Example_Equip_%26_Materials_List_Cover_ltr.doc Form D-15 cover letter] will be transmitted via eProjects SharePoint site. The file needs be in pdf format.

'''237.9.1.6.2 Clearance Letters, Permits and Other Information.''' The following is a list of information that is required to be placed in eProjects if they apply to the project.
:* Right of Way Clearance Letter
:* Utility Clearance Letter
:* Environmental Clearance (RES)
:* Nationwide Permit Number 14
:* Asbestos Survey Reports
:* Lead Based Paint Reports (Usually included in the Asbestos Survey Report)
:* Transportation Management Plan
:* Public Interest Findings
:* Approved Design Exceptions
:* Pavement Type Selection Letter

==237.9.2 District Quality Assurance Requirements==

===237.9.2.1 Estimates===
Before submitting plans and project documents, the district should verify that key project data is accurately entered in MoDOT’s project estimating software. The district must ensure the latest Bridge estimate is included in the estimate. Consult the “PROJECT INFORMATION” screen to verify the accuracy of the project data shown. This includes, but is not limited to, the route number(s), log miles and/or stationing, job description, location description, longitude and latitude. Identify specific routes when giving the route information. If the project involves multiple routes, list each of their numbers or abbreviations. Enter the longitude and latitude of the project midpoint. Longitudes and latitudes are used to analyze the distribution of funds, projects and construction types and accurate completion of this information is vital. Longitude and latitude coordinates may be obtained from [http://www.modot.mo.gov/newsandinfo/CountyMaps.htm MoDOT’s county maps], USGS maps, GPS devices, or other means. Enter these numbers as degrees, minutes and seconds. If seconds cannot be determined, these may be entered as “00”.

===237.9.2.2 Horizontal and Vertical Alignments===
Before submitting plans and project information for [[237.14 Electronic Design Data Delivery#237.14.1 Specifications of Electronic Design of Contract Plans for Automated Machine Guidance (AMG)|Automated Machine Guidance (AMG)]] construction methods, verify that all horizontal and vertical alignments in the coordinate geometry database (a.k.a. GPK file) contain the final alignments used for developing the plans submitted and are accurate. The coordinate geometry database should not include any preliminary alignments used in the development of the plans.

===237.9.2.3 Roadway Plan Review===
The district should thoroughly check all plans, drawings, computations, tabulations and other data prior to them uploading the project into WebTransport. Only a cursory review of these items will be performed by Central Office Design after the PS&E is submitted for review. The district is completely responsible for the accuracy, [http://epg.modot.org/index.php?title=237.1_Plan_Details#237.1.1_Plan_Preparation precision] and completeness of plans. Central Office Design personnel are available to advise the district at any time during the process of developing the plans. Please feel free to contact the Bidding and Contract Services Section to get advice on how to organize Alternate Pavements.

Changes to plans that have been advertised must be kept to a minimum. Changes to projects designated as [[:Category:123 Federal-Aid Highway Program#123.1.1 FHWA Oversight - National Highway System|PoDI by FHWA for Final PS&E on the PoDI Matrix]] are to be approved by FHWA before they are advertised. No substitution, addition, or deletion should be made to any project within one week of the bid opening, unless failure to make the correction will substantially affect the bidding or cost of the project. All other necessary proposal changes or plan revisions should be forwarded to district Construction and Materials upon completion of the bid opening for incorporation into the contract by change order or notification to the contractor at the pre-construction conference.

==237.9.3 PS&E Submittal Guidelines==

All plans, specifications and estimates (PS&E), must be uploaded into WebTransport, saved to ProjectWise, and saved to eProjects no later than their due date found on the [http://sharepoint/sites/de/Bid/PSE_Due_Dates/Due_Dates_2018.pdf PS&E Due Date Chart] on the Bidding and Contract Services SharePoint site. FHWA has selected projects to be reviewed and approved by FHWA before they can be advertised. These projects are called Projects of Division Interest (PoDI) projects. PoDI projects and projects designed for the US Forest Service must be received in Central Office Design no later than 14 weeks prior to the bid opening date. A [[:Category:123 Federal-Aid Highway Program#123.1.1 FHWA Oversight - National Highway System|list of the PoDI projects]] is available on the Bidding and Contract Services SharePoint site. This will provide the minimum amount of time required for processing and obtaining FHWA’s approval, and other required approvals, before advertising the projects for bidding. The deadline for submitting extremely complex projects, or those projects requiring a pre-bid conference, must be coordinated with Bidding and Contract Services Section. All right of way clearances, utility adjustments, permits, agreements, bridge designs, archaeological and environmental matters, etc., are to be completed prior to the submission of plans for the bid opening. If these items are not complete at the time of the PS&E submittal, the project will be identified as late on the Division Tracker Measure. The following describes the process for electronically submitting all PS&E documents to Central Office Design for processing.

===237.9.3.1 Schedule for Submittal===
All PS&E information should be saved and available in ProjectWise, eProjects, and uploaded into WebTransport by the [http://sharepoint/sites/de/Bid/PSE_Due_Dates/Due_Dates_2018.pdf PS&E due dates]. The project manager shall notify Design that the final plans are ready for processing by sending an email to the following address:

::[mailto:plan.submittal@modot.mo.gov plan.submittal@modot.mo.gov ]

Please specify the job number and letting date in the subject of the email. The following information must be attached to this email:

:* The D-12 form
:* The District Estimate printed out in pdf format
:* The .PLUS file from Bid Tab Professional for the project
:* The .XML file from Bid Tab Professional for the project

===237.9.3.2 Required Information for Submittal===
The PS&E submittal should contain the following information, if applicable, and any additional project specific information needed to process the project:

:* [[#237.9.1 PS&E Submittal for Letting|Plans]]
:* [https://spexternal.modot.mo.gov/sites/de/JSP/Forms/JSPByTitle.aspx Job Special Provisions (JSPs)]
:* [[media:D-12 Aug 22 2018.pdf|D-12]]
:* [http://epg.modot.org/index.php?title=Category:128_Conceptual_Studies#128.4_Pavement_Rehabilitation_Projects_for_Freeways Pavement Type Selection Report]
:* [http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/WORK%20DAY%20STUDY%20-%20124.dot Work Day Study]
:* [http://epg.modot.org/files/5/55/643.1_Utility_Status_Letter.doc Utility Clearance Letter]
:* Right of Way Clearance Letter
:* Environmental Clearance (RES)
:* [http://epg.modot.org/files/6/69/D-15_2013.doc D-15 Equipment and Materials list] and [http://epg.modot.mo.gov/files/4/4b/Fig_237.7_%284-03.6%29_Example_Equip_%26_Materials_List_Cover_ltr.doc cover letter]
:* [http://epg.modot.org/index.php?title=236.13_Designing_Right_of_Way_Plans#236.13.17_Requesting_Asbestos_Inspection Asbestos Survey Inspection Reports]
:* Nationwide Permit Number 14
:* [http://epg.modot.org/files/0/0f/237.9_MHTC_Agenda_Item_Checklist_Sept_2014.docx Conflict of Interest Form]
:* [http://epg.modot.org/index.php?title=616.14_Work_Zone_Safety_and_Mobility_Policy#616.14.10_Transportation_Management_Plan Transportation Management Plan]
:* [http://epg.modot.org/index.php?title=237.14_Electronic_Design_Data_Delivery Electronic Deliverables]

===237.9.3.3 Guidelines Details===

====237.9.3.3.1 Roadway Plans====
The district shall only save the signed and sealed plan sheets and the electronic deliverables files in the Contract Plans Folder of ProjectWise under the appropriate district and job number. This folder is intended to only contain the contract documents that are used to advertise a project for bids. The Job Number (Job#) subfolder is automatically generated in the Contract Plans folder when the pdf is created from the original location. For consultant plans and the Right of Way Folder, the district will need to contact the CADD Training Center’s ProjectWise Administrator who will create the folder for you. The district may also contact Central Office Design as the project’s reviewer can provide this service.
[[image:237.9.6.3.1.jpg|center|340px]]

====237.9.3.3.2 File Name Convention for Roadway Plans====
The roadway plan sheets must have a file name that follows MoDOT’s standard file naming convention found in [http://epg.modot.org/index.php?title=237.13_File_Naming_Convention EPG 237.13 Contract Plan File Name Convention]. The Central Office Reviewer will do a Quality Assurance check of the file names to ensure they follow the standards and will ask the district to change any file name that does not follow the standard.

====237.9.3.3.3 Electronic Deliverables File====

The district or consultant should save all additional information to be provided to the contractor in a zip file called [[237.14 Electronic Design Data Delivery|Electronic Deliverables]]. The zip file should be placed in the Contract Plans Folder of ProjectWise at the time the PS&E documents are submitted to Central Office Design. The file should include the following information if applicable to the project.

:1. Electronic Design Data for contractor estimating, surveying and construction (EDD). Reference [[237.14 Electronic Design Data Delivery#237.14.1 Specifications of Electronic Design of Contract Plans for Automated Machine Guidance (AMG)|EPG 237.14.1 Specifications of Electronic Design of Contract Plans for Automated Machine Guidance (AMG)]].
:::* This information is required when cross sections are provided on a project.
:2. Work Zone Impact Analysis Spreadsheets
:3. Plans for the existing bridge. These are provided by the Bridge Division and are found in the Contract Plans folder in ProjectWise.
:::* When there are 10 or fewer sheets, the Bridge Information Sheets are included at the end of the Bridge Plans. These sheets will be given sheet numbers that continue the sheet numbers of the Bridge Plans.
:::* When there are more than 10 sheets, the Bride Information Sheets are put in a separate zip file to be included in the Electronic Deliverables.
:4. Any geotechnical reports to be provided to the contractor
:5. D-15 Equipment and Materials List for permanent signal and lighting equipment

The file naming convention and structure of the file should be as shown in the example below:

:J4P3100_ J4P3182_Electronic_Deliverables.zip (This is the File Name)
::J4P3100 (This is a Folder)
:::J4P3100_EDD_Info.zip
:::J4P3100_Bridge_Info_Sheets.zip
:::J4P3100_Geotech_Report.pdf
:::J4P3100_D15_Equipment_and_Materials.pdf

::J4P3182 (This is a Folder)
:::J4P3182_EDD_Info.zip
:::J4P3182_Bridge_Info_sheets.zip
:::J4P3182_Geotech_Report.pdf
:::J4P3182_D15_Equipment_and_Materials.pdf
:::J4P3100_ J4P3182_Work_Zone_Impact_Analysis_Spreadsheets.zip

The district or consultant is responsible for all QA/QC of the files. It is the project manager’s responsibility to ensure all data is present and accurate. Sometimes the Electronic Deliverables file can become too large to post to [http://www.modot.org/business/contractor_resources/bid_opening_info/OpenLetting.shtml MoDOT's Online Plans Room]. It is required that the file size be limited to 500,000 KB.

The Bridge Division sometimes provides Bridge Information Sheets that supply the existing bridge plans in a zip file. This file will be placed in the Contract Plans folder by the Bridge Division and have a file name as shown below. The district will responsible for putting this information in their Electronic Deliverables file.

:Job#_Bridge_Information_Sheets_OptionalDescription.zip

====237.9.3.3.4 PS&E Supporting Documents====

=====237.9.3.3.4.1 File Location=====
All supporting documentation for the PS&E submittal will be placed in the [http://eprojects/Docs/Forms/AllItems.aspx eProjects SharePoint site] with a “DE Letting Documents” content type. The Project Manager will be responsible for creating the Project in eProjects and insuring that all metadata is entered correctly.

A screen print of the eProjects web site, in the project 5U0675, is shown below.
[[image:237.9.3.3.4.1.jpg|center|750px]]

=====237.9.3.3.4.2 File Naming Conventions=====
The applicable supporting documents for the PS&E will be saved by the district using a file name as shown below. The districts are responsible for creating any pdf files needed. Any scanned documents that will appear in the contract must be scanned at a minimum of 300 dpi. In the examples below, Job# = Job Number (i.e., J6I1234). Italicized items are optional. All supporting documents must be saved with a content type equal to “DE Letting Documents”.

:Job#-Creator’s Userid.PLUS (Place in the Specs and Estimate folder only)
:Job#.XML (Place in the Specs and Estimate folder only)
:'''Job#_Conflict_of_Interest_CommissionerName.pdf or doc''' (eProjects)
:Job#_D-12_Checklist.doc (eProjects)
:Job#_D-15_Cover_Letter.pdf (eProjects)
:Job#_D-15_Equipment_Listing.pdf (can include cover letter) (eProjects)
:Job#_Estimate.pdf (Place in the Specs and Estimate folder only)
:Job#_FFOS_Breakdown.xlsx (eProjects)
:Job#_JSP_Roadway_OptionalDescription.doc (eProjects)
:Job#_JSP_Bridge_OptionalDescription.doc (eProjects)
:Job#_JSP_Sewer_OptionalDescription.doc
:Job#_TMP_Summary.docx or pdf (see [http://epg.modot.org/index.php?title=616.14_Work_Zone_Safety_and_Mobility_Policy#616.14.10_Transportation_Management_Plan EPG 616.14.10 Transportation Management Plan])
:Job#_Work_Day_Study.pdf or xlsx
:Job#_Public_Interests_Finding.pdf or doc (see [http://epg.modot.org/index.php?title=131.2_Proprietary_Items_and_Public_Interest_Findings EPG 131.2 Proprietary Items and Public Interest Findings])
:Job#_Work_Zone_Analysis_Spreadsheet_OptionalDescription.xlsm

The following documents will be included in the “Doc - Letting Documents” view but will have different content types within eProjects:

:Content Type: Design Exceptions
:Job#_Design_Exceptions.pdf (see [http://epg.modot.org/index.php?title=131.1_Design_Exception_Process#131.1.1_When_to_Complete_a_Design_Exception EPG 131.1.1 When to Complete a Design Exception])

Other information related to the project should be saved in eProjects with a content type of “DE Letting Documents”. Although the below information may not be saved in eProjects by the project manager, it is still the responsibility of the project manager to verify the information is available in eProjects before the PS&E submittal to Central Office Design. The district should continue to be aware of all issues associated with the below documents.

:* Environmental Section
::Job#_PermitName_Permit#.pdf (i.e., J6I1234_NWP_14.PDF) (see [http://epg.modot.org/index.php?title=127.19_Section_404_Clean_Water_Act_for_Bridge_Demolitions#127.19.1.3__Process EPG 127.19.1.3 Process])
::Job#_Permit_nonpcn.pdf (non-preconstruction notification)
::Job#_RES_Final.pdf (Link see [[127.1 Request for Environmental Services|EPG 127.1 Request for Environmental Services]])
:* Central Office Right of Way Section (see [http://epg.modot.org/index.php?title=236.13_Designing_Right_of_Way_Plans#236.13.16__Right_of_Way_Clearance EPG 236.13.16 Right of Way Clearance])
::Job#_RW_Clearance_type_date.pdf
:* District Utilities Engineer (see [http://epg.modot.org/index.php?title=643.1_Utilities_-_Status_and_Liability_Acceptance#643.1.2_Utility_Status EPG 643.1.2 Utility Status])
::Job#_Utilities_Clearance_Letter.pdf

:* Construction and Materials Chemical Laboratory (see [http://epg.modot.org/forms/CO/Asbestos%20Survey%20Report%20-%20All%20Suspect%20ACM%20%20(Form%20T746).dot Survey Report - All Suspect ACM (Form T746).dot Asbestos Survey Report - All Suspect ACM, Form T746])
::Job#_Asbestos_Report_OptionalDescription.pdf

:* Transportation Planning (see [http://epg.modot.org/index.php?title=237.8_Contract_Time#237.8.4_Acceleration_of_Work_Clauses EPG 237.8.4 Acceleration of Work Clauses])
::Job#_ Road_User_Costs.doc or pdf

The following documents will be included in the “Doc - Letting Documents” view but will have different content types within eProjects:

:* Construction and Materials Pavement Group (see [http://epg.modot.mo.gov/index.php?title=Category:128_Conceptual_Studies#128.4_Pavement_Rehabilitation_Projects_for_Freeways EPG 128.4 Pavement Rehabilitation Projects for Freeways])
::Content Type: Pavement Design
::Job#_Pavement_Type_Selection.doc or pdf

===237.9.3.4 Roadway JSP Submittal Process===
[[image:237.9.6.4.1.jpg|right|275px]]
1. The Roadway Job Special Provisions (JSPs) will be saved to eProjects, with a “DE Letting Documents” content type, for review by Central Office Design. The initial submittal of the Job Special Provisions (JSPs) will not contain the engineer’s seal, but must contain the engineer’s signature block. The template for the engineer’s signature block is available on [https://spexternal.modot.mo.gov/sites/de/JSP/Forms/JSPByTitle.aspx MoDOT’s Job Special Provisions web page] in the “Roadway_JSP_Templet” JSP.

2. Upon completion of the initial review of the PS&E, the reviewer will provide review comments to the project manager by e-mail and request the district’s response. The districts will email the reviewer their response to the reviewer’s comments. The district will also email a marked up copy of the estimate showing any changes to be made to the estimate. The district will inform the reviewer of any sheets that need to be deleted for revisions to the plans and also inform the reviewer when the revised sheets are available for review.

3. Upon finalizing the review process, the reviewer will convert the JSPs into a pdf, add any additional information such as D-15 Equipment and Material Lists, nationwide permits, or asbestos survey reports and prepare the document for the engineer’s seal. The reviewer will save the completed set of JSPs to the Contract Plans folder in ProjectWise. The reviewer will then notify the project manager, via e-mail, that the [http://epg.modot.org/index.php?title=103.1_Bid_Opening_and_Award_Process#103.1.6.1_Assembling_Request_for_Bid Request for Bid document] (Bid Book) and the JSPs are saved in ProjectWise in the Contract Plans Folder and are ready for the district’s review and approval.

4. After reviewing the bidding documents, the project manager will apply the engineer’s seal to the Roadway JSPs and change the state of the file to “Signed and Sealed”.

5. The project manager shall contact the reviewer, via e-mail, that the bidding documents are ready for posting to the [http://www.modot.org/business/contractor_resources/bid_opening_info/OpenLetting.shtml MoDOT's Online Plans Room].

6. JSPs sealed by a Consultant shall contain the consultant’s name, address, phone number, and certificate of authority in the seal block. The certificate of authority is a number, given by the Secretary of State Office, authorizing the engineering company to do business in the state of Missouri. The engineer’s seal shall not place any restrictions on the file that would limit MoDOT’s ability to print, assemble, or place comments on the document.

===237.9.3.5 Applying Engineer’s Seal to JSPs===
There are a variety of different scenarios for applying the engineer’s seal. Any combination of signing and sealing the JSPs can be used to seal the JSPs for advertising the project on [http://www.modot.org/business/contractor_resources/bid_opening_info/OpenLetting.shtml MoDOT's Online Plans Room].

1. If the JSPs contain only one seal, either wet or electronic, simply apply the engineer’s seal and save as an Adobe Acrobat pdf file. JSPs with a wet seal will need to be scanned at 300 dpi and saved as a pdf file.

2. JSPs containing multiple wet seals, simply apply all wet seals, scan the document and save the file as a pdf.

3. If the JSPs contain multiple seals, with only one electronic seal and any number of wet seals, the wet seals should be applied first, the document scanned, and a pdf of the file should be placed in ProjectWise in the Contract Plans Folder. The reviewer, in Central Office Design, should be notified so they can prepare the documents for an electronic seal. When the document is ready, the reviewer will notify the PM that the document is in the Contract Plans Folder and that it is ready for their electronic seal.

4. If the JSPs contain multiple seals, with more than one electronic seal, the electronic seals may be applied to the JSPs and saved as one file. All the electronic seals must be applied using Adobe Acrobat X Pro or a newer version of the software. The last person sealing the document must optimize the document for fast web viewing or the document cannot be opened in ProjectWise. Please note that it is recommended that only one electronic seal be applied to a JSP as files have become corrupt when multiple electronic seals have been applied. Please contact the reviewer, in Central Office Design, for help with multiple seals.

5. The signature block should list the JSPs that apply to each engineer’s seal. If there is only one engineer’s seal that applies to all JSPs, then you may list all sections or abbreviate the listing (i.e., All, A to G, A - G, etc.). You should list the sections (A - G) if Additional Information is attached to the JSP. The Project Manager will be taking responsibility for the Additional Information if "All" is used.

===237.9.3.6 Finalizing the PS&E for Advertisement===

====237.9.3.6.1 Creating Proposal====
The reviewer will create the Proposal by combining the following file in the order shown below using Adobe Acrobat Pro. Combining the sheets into a zip file or Adobe Acrobat package or binder is not acceptable. Not all files shown will be needed on every project.
::Bid Book
::Roadway JSPs for Job No. A
::Bridge JSPs for Job No. A
::Roadway JSPs for Job No. B
::Bridge JSPs for Job No. B

====237.9.3.6.2 Packaging Plans====
The reviewer will create a single file that contains all roadway plans by combining the following sheets in the order shown below using Adobe Acrobat Pro. Combining the sheets into a zip file or Adobe Acrobat package or binder is not acceptable. Not all sheets shown will be needed on every project.
::Roadway Plans for Job No. A
::Bridge Plans for Job No. A
::Roadway Plans for Job No. B
::Bridge JSP Plans for Job No. B

====237.9.3.6.3 Packaging Cross Sections====
The reviewer will create a single file that contains all cross section sheets by combining the following sheets in the order shown below using Adobe Acrobat Pro. Combining the sheets into a zip file or Adobe Acrobat package or binder is not acceptable. Not all files shown will be needed on every project.

::Cross Sections Sheets for Job No. A
::Cross Sections Sheets for Job No. B

===237.9.3.7 Posting Projects for Advertisement===

Bidding and Contract Services Section (BCS), of Central Office Design, will place the bidding documents on MoDOT’s Electronic Plans Room advertising the project. The files used in the advertisement will consist of the Proposal, plan sheets, cross sections sheets, EBS file, and the Electronic Deliverables file. The Proposal includes the Bid Book, Roadway JSPs, Bridge JSPs, and any other JSPs needed for the project. All files posted will be in the Adobe Acrobat pdf format. The BCS Section will also save a copy of the advertised documents in eProjects with a “DE Award Plans” content type in the project parent Job Number. Any other Job Number on the call will be listed in the Additional Projects field of the file’s Properties. Each Job Number will be separated by a semicolon

===237.9.3.8 Summary of Content Type for eProjects===

MoDOT uses the eProjects SharePoint site to store all permanent information needed on a project. eProjects is organized using Projects and metadata which is assigned to each file. Folders are not allowed to be used. The metadata is used for fast searches to find the information a user needs without having to search through multiple folders. All the information in eProjects, used in the letting of a project, is organized by projects. The name of the project is the Job Number. Each project will contain more data than is needed to let a project so entering the Metadata correctly is very important. The Project Manager is responsible for the metadata being entered correctly. Below is a summary of the metadata that needs to be entered:

:All Job Numbers entered must have the beginning “J” removed. This is so the information in the Planning database (SIMS) will be compatible. The SIMS information is automatically populated in the metadata by the Job Number.

:All PS&E Supporting Documents ([[#237.9.3.3.4 PS&E Supporting Documents|EPG 237.9.3.3.4 PS&E Supporting Documents]]) will have a Content Type = DE Letting Documents and Division = DE

:All advertised plans will have a Content Type = DE Award Plans and Division = DE

:All Contracts with the contractor will have a Content Type = DE Construction Contracts and Division = DE

==237.9.4 File Naming Convention for Addendums==

The file name for all [[103.1 Bid Opening and Award Process#103.1.6.6.1.1 Revisions to Plan Sheets|revised plan sheets]] for the first addendum must contain a _R001 at the end of the existing file name; the second addendum will contain a _R002; etc. The project manager shall notify the reviewer, via email, that the addendum is ready for processing in ProjectWise. Examples of the file naming convention are shown below.

:::001_TITLE_J6I1234_I1_R001.pdf
:::002_TS_01_J6I1234_I100_R001.pdf
:::130517_F01_J6I1234B_Electronic_Deliverables_R001.zip
:::130517_F01_J6I1234B_Addendum Letter_R001.pdf
:::130517_F01_J6I1234B_Addendum Letter_R002.pdf
:::130517_F01_J6I1234B_Addendum Letter_R003.pdf
:::130517_F01_J6I1234B_Bid_Book.pdf
:::130517_F01_J6I1234B_Bid_Book_R002.pdf
:::130517_F01_J6I1234B_JSP_Roadway.pdf
:::130517_F01_J6I1234B_JSP_Roadway_R001.pdf
:::130517_F01_J6I1234B_JSP_Roadway_R002.pdf
:::130517_F01_J6I1234B_JSP_Bridge_R003.pdf

Please note that this file naming convention is for addendums (kites) only and should not be used for revisions that are made to the plans before the project is advertised for bids. The _R001, at the end of the file name, is to be used only for changes/revisions associated with addendums that occur AFTER the plans have been advertised for bids and not during the standard revision process that occurs before the plans are advertised.

The files contained within the Contract Plans folder in ProjectWise should only be those that are part of the final bid documents made available to contractors on the [http://www.modot.org/business/contractor_resources/bid_opening_info/OpenLetting.shtml MoDOT's Online Plans Room]. Therefore, if you make changes to a sheet prior to the job being advertised for bids, please ask the reviewer to delete the sheet in ProjectWise before adding the revised sheet. This will eliminate any confusion when an addendum is needed for the project.
[[image:237.9.6.6. sheet deleted.jpg|right|225px]]
If there are multiple revisions to a plan sheet, and it is clearer to create an entirely new plan sheet, the district should mark an “X” through the existing plan sheet, add the triangle symbol with a number in the triangle, add the note “Sheet Deleted” and create a new plan sheet. The new sheet number should be updated with an “A” (i.e., if deleting Sheet 21, then the new sheet number will be 21A), and the sheet added should be designated with the triangle symbol with a number in the triangle and the note “Sheet Added”. The file naming convention for the deleted sheet will automatically be updated (through the pdf creation) with the _R001 because a revision was made to the existing sheet, as below. The deleted sheet should have an X through the sheet and still contain the engineer’s seal. The deleted sheet must remain in Contract Plans so there is no missing sheet number.

'''Sheets Deleted and Added'''

:[http://epg.modot.org/index.php?title=103.1_Bid_Opening_and_Award_Process#Delete_Sheet Sheet Deleted] = 009_TS_21_J0I0985_I100_R001.pdf

:[http://epg.modot.org/index.php?title=103.1_Bid_Opening_and_Award_Process#Add_Sheet Sheet Added] = 009_TS_21A_J0I0985_I100_R001.pdf

The newly created sheet will not automatically have the _R001 added because there was no file with that name existing when the sheet was added. Therefore the _R001 must be added to the end of the file name, by renaming the file, to associate the file to the addendum. The district must rename the sheet before the engineer seals the file or the reviewer will need to rename the file.

Note: Once the plans have been advertised for bid, any revision to the plans must be treated as an addendum.

==237.9.5 Bridge Plans==

1. The Bridge Plan Sheets, Bridge JSPs and information only sheets will be saved in a separate file folder than the roadway documents included in the PS&E submittal package. The bridge plans and information sheets will be saved in the following location:

* Documents Folder
:- Contract Plans Folder
::- District Folder
:::- Job Number Folder
::::- Bridge Number Folder

The Bridge JSPs will be saved in the following location:
* Documents Folder
:- Contract Plans Folder
::- District Folder
:::- Job Number Folder

2. All other supporting documentation for the PS&E submittal will be provided to the district by email. Below is a listing of file names the Bridge Division may need to supply to the District Design. All files listed may not be needed for every project. Italicized text indicates optional text to may be included in the file name:

::Job#BR_''Bridge#_UserID.''PLUS
::Job#BR_''Bridge#''.XML
::Job#_''Bridge#''_Estimate.BAM
::Job#_''Bridge#_Estimate.''BDW
::Job#_''Bridge# Estimate.''CES
::Job#_''Bridge#_Estimate''.CTG
::Job#_''Bridge#''_Bridge_Supplemental_Report.doc
::Job#_''Bridge#_Memo_To_Design.doc
::Job#_Bridge#_Cost''_Estimate.pdf
::Job#_''Bridge#''_Layout_Sheets_Summary.doc

Construction and Materials Geotechnical Engineering will save the soundings for a bridge into eProjects with a “DE Letting Documents” content type. The Bridge Division memo to the district will indicate which bridges have soundings to ensure district will include sounding logs in the Bridge Electronic Deliverables.
Job# _Geotechnical_Report.zip

==237.9.6 Consultant Designed Projects==

All plans for consultant-designed projects shall be submitted to Central Office in electronic form. The consultant may choose either of the two methods described below.

:'''1. Scanned plan sheets:''' The consultant can continue to sign and seal plan sheets using traditional wet seals and handwritten signatures as required by [http://www.moga.mo.gov/mostatutes/stathtml/32700004111.html state statute]. All consultants that sign and seal plans must include the Company's Name, Address, Phone Number, and Certificate of Authority Number in the title block.

:The consultant is responsible for scanning each signed and sealed plan sheet to individual Adobe Acrobat Files (pdf format) following MoDOT’s standard [http://epg.modot.org/index.php?title=237.13_File_Naming_Convention file naming convention]. No TIFF images will be accepted. The scanned files shall use a resolution of 300 dpi on a D-size (22 in. x 34 in.) sheet. In addition to the scanned images, the consultant shall submit one full size set of the original signed and sealed set of plans.

:'''2. Electronically signed and sealed plan sheets:''' The consultant may use the Adobe Acrobat electronic signature technology to sign and seal each plan sheet.

:If choosing to electronically sign and seal the plans, the consultant shall submit the certificate of authenticity for each professional engineer signing and sealing the plans to the [mailto:Christian.Schwandtner@modot.mo.gov Design Management Systems Administrator] for signature verification purposes. All consultants that sign and seal plans must include the Company's Name, Address, Phone Number, and Certificate of Authority Number in the title block. MoDOT purchases all rights to the consultant plans and as such the Adobe Acrobat electronic signature technology shall be set to allow the following actions:
[[image:237.9.6.jpg|center|300px]]

Consultants shall submit a copy of the electronic files to the District Project Manager for roadway projects or to the Structural Project Manager for bridge projects in DVD or CD-ROM media. The district or division is responsible for saving the pdfs of all signed and sealed plan sheets in the Contract Plans folder of Project Wise in accordance with [[#237.9.3 PS&E Submittal Guidelines|EPG 237.9.3 PS&E Submittal Guidelines]]. The district design team and the Bridge Division will be responsible for saving all supporting PS&E submittal documentation in the eProjects SharePoint site.

==237.9.7 Plans Distribution==

The Print Shop provides copies of the bidding documents which are Plans, Cross Sections, and Proposals (Bid Book and JSPs) to MoDOT’s divisions and districts and agencies outside of MoDOT. Below is a listing of their distribution of bidding documents:

When the Projects are Advertised:

:* Bridge Division- 2 set of plans and 1 set of proposals for any project with bridge construction. Cross sections are not provided.
:* CO Design – 2 set of plans and proposals for all projects. Cross sections are not provided.

When the projects are Awarded:

:* District – 8 sets of plans and proposals and 3 sets of cross sections for all projects.
:* Department of Natural Resources, Division of Geology and Land Survey – 1 set of plans.
:* FHWA – 1 set of plans, proposals and cross sections for projects designated for federal involvement for construction elements.
:* Electronic copy of awarded plans will be placed in eProjects with “DE Awarded Plans” content type.
:* Electronic copy of awarded construction contract will be placed in eProjects with “DE Construction Contracts” content type.

==237.9.8 Pre-Bid Conferences==

Pre-bid conferences are held to increase potential bidders’ understanding of the plans and specifications. A pre-bid conference is not a substitute for a constructability review by the project team during [[:Category:235 Preliminary Plans#235.5 Field Checks|plan development]]. Pre-bid conferences are required for all unique or complex projects, or projects with particularly difficult or unusual staging or construction methods. As a general rule, a pre-bid conference is to be held for any project with a programmed cost in excess of $20 million, although the cost of the project is not the only factor to be considered.

Pre-bid conferences are typically held one to two weeks after the advertisement of the project. The time and location of the pre-bid conference are set by the project manager in coordination with [http://wwwi/design/default.htm Central Office Design]. The pre-bid meeting must be scheduled in such a way as to allow the potential bidders sufficient time to review the bidding documents. Minutes and a listing of all who attended the pre-bid conference are to be completed by the project manager and sent to the reviewer in Central Office Design. Central Office Design will post the minutes and a listing of contractors who attended the meeting on [http://www.modot.org/business/contractor_resources/bid_opening_info/PreBidNotice.htm MoDOT’s Pre-Bid Notices website]. Changes to the bidding documents as a result of the pre-bid conference will be handled as an addendum.

The MoDOT project manager is responsible for preparing an agenda for the pre-bid conference, and ensuring the proper topics are discussed. The following is a list of possible topics that may be discussed at the pre-bid conference:

* Project overview

* General discussion of the design philosophy used for this project.

* Status of right of way acquisition (if not clear).

* Status of utility adjustments (if not clear).

* Any non-standard pay items or special bid items including “No Direct Pay” or lump sum items.

* Any [http://www.modot.mo.gov/business/contractor_resources/biditemslisting.htm bid item] including work that may not be readily apparent to the contractor.

* Any item or condition out of the ordinary.

* All special provisions, especially any unusual conditions.

* Any constructability concern or anticipated difficulty during the construction.

* General clarification of major bid items.

* Discuss the available sub-surface information, the amount and type of excavation included in the project, and the availability of any necessary [[127.22 Off-Site Borrow, Spoil, and Staging Areas|borrow material]].

* Traffic Control Plans and how they relates to any staged construction.

* Options for staging of construction.

* Critical schedules needing to be met, working days, completion date, and any critical sequences of construction.

* Phasing of construction contracts and how this project relates to other projects in the vicinity (future bid opening schedules, potential conflicts, coordination of other contracts, etc.)

* Special environmental concerns or practices that must be observed during construction including any permits and the special conditions imposed by them.

* Other agencies involved with this project.

* Identify any controversial items.

* Public concerns expressed during the design of the project.
[[image:237.9.4 DBE.jpg|right|250px|thumb|<center>'''DBE Goal'''</center>]]
* Unique design concerns, including special agreements made during right of way negotiations.

* Any contractor questions which have been answered prior to the meeting.

* Define the lines of communication between the contractor and MoDOT regarding questions the contractor may have about the plans (clarifications of plans, errors, omissions, etc.). Identify the proper contacts for questions.

* The [http://www.modot.mo.gov/business/contractor_resources/External_Civil_Rights/DBE_program.htm DBE] and Trainee goal requirements for the project.

* Shop drawing procedures.

* Answer any questions regarding the payment process or change order process and introduce the Resident Engineer and/or inspectors.

* An [[media:Fig 237.9 (4-03.7) Example of Pre-bid Mtg agenda.doc|example of a pre-bid meeting agenda]].

[[category:237 Contract Plans|237.09]]

Category:124 Quality Control / Quality Assurance (QC/QA)

2018-08-23T16:37:56Z

Oligst1: Per, Bidding and Contract Services updated D-12 form

{| style="padding:0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="240px" align="right"
|-
|'''Forms'''
|-
|[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Project%20Estimate%20Quality%20Assurance%20Report.dot Project Estimate Quality Assurance Report]
|-
|[[media:124 Project Estimate Record Sheet.xlsx|Project Estimate Record Sheet]]
|-
|[[media:124 Design Progress Checklist.doc|Design Progress checklist]]
|-
|[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/124_Project_Reviewing_Checklist.docx Project Reviewing Checklist]
|-
|[[media:124 Constructability Checklist.xls|Constructability checklist]]
|-
|[[media:124 QAQC Preliminary Plans Checklist.doc|Preliminary Plan Review checklist]]
|-
|[[media:124 QAQC Right of Way Review.doc|R/W Plan Review checklist]]
|-
|[[media:124 Design Review Final Plans.doc|Final Plan Review checklist]]
|-
|[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/WORK%20DAY%20STUDY%20-%20124.dot Work Day Study]
|-
|[[media:D-12 Aug 22 2018.pdf|District Final Plans Checklist (Form D-12)]]
|-
|[[media:124 Post Construction Review Procedures.doc|MoDOT Post-Construction Review Procedures]]
|-
|}

==124.1 Quality Control / Quality Assurance for Project Estimates==

===124.1.1 Quality Control===

The district engineer is responsible for establishing the quality control procedures that their district will use to maintain consistency and accuracy of the project estimates and the appropriate documentation of project estimate files. The district engineer has the discretion to establish the quality control procedures that best complement their organization structure and staff. It is recommended these procedures be formally documented in written form and made available to those responsible for preparing the estimates.

One method the district engineer may choose is the establishment of a district Cost Estimate Quality Control Review Team. An example of the staff that might be included on this team are: the district’s transportation planning coordinator, design engineer, right of way manager, transportation project managers, and other personnel deemed necessary. This team could develop the quality control procedures and conduct quality assurance reviews as necessary to ensure the procedures are being incorporated into the preparation of estimates and documentation of estimate files.

The establishment of the district quality control procedures is intended to ensure the best possible estimate is obtained for each project and that documentation supporting the estimate is included in the project estimate file. The only requirement for the district quality control procedures is that it must require that the [[media:124 Project Estimate Record Sheet.xlsx|Project Estimate Record Sheet]] be included in each project estimate file. The Project Manager is responsible for completing and/or updating the Project Estimate Record Sheet on a yearly basis or at project milestones.

===124.1.2 Quality Assurance===

The district engineer is also responsible for establishing procedures for conducting quality assurance reviews of project estimates and compliance with the district’s estimating procedures. The quality assurance review is necessary to ensure accurate estimates are produced and district staff is following established quality control procedures. Regardless of the method used, it is not necessary to audit each estimate in detail. Review of an appropriate number of randomly selected estimate files will ensure that the district’s procedures are followed for the appropriate preparation, updating and documentation of project estimates. The [http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Project%20Estimate%20Quality%20Assurance%20Report.dot Project Estimate Quality Assurance Report] form may be used to record and summarize the review of individual project estimates and the documentation of the project estimate file.

Any recommendations resulting from the quality assurance review will be provided to the district engineer and district staff. The district’s estimating procedures should be modified as necessary to achieve the goal of accurate and well documented project estimates.

==124.2 Quality Control / Quality Assurance for Contract Ready Plans==

===124.2.1 Introduction===

Quality Control / Quality Assurance (QC/QA) is used to assure that the individual districts have a process to produce quality contract ready plans. This process is initiated and developed at the district level and coordinated by Central Office staff with minimum oversight. Each district design team will submit final design plans to QC/QA teams for review. These reviews will promote the development of the most accurate plans and specifications possible. A goal of this process is to produce the most consistent plans that reflect the policies and practices outlined in the Engineering Policy Guide and MoDOT Standard Specifications. The primary goal of this process is to reduce avoidable additional costs, during construction, by eliminating unnecessary change orders.

===124.2.2 Quality Control / Quality Assurance===

There does not appear to be a clear distinction between quality control (QC) and quality assurance (QA) in the majority of its applications in MoDOT. Therefore, these practices will be referred to as QC/QA. Where these terms are used individually, QC will refer to checks, plan reviews or statistical samples to verify that work was done properly. QA will refer to the entire program for verifying the QC process is followed. This program is a means to develop and establish a review process that is clear, uniform, timely and trackable. This is accomplished by a series of reviews during various stages of the plan development process. Many of these reviews take place during the [[:Category:128 Conceptual Studies|Conceptual Study]] and [[:Category:235 Preliminary Plans|Preliminary Plans]] phases of plan development. The [[104.2 Project Scoping|specific processes]] and [[104.6 Project Scoping Checklists|necessary checklists]] are available. This particular part of the Quality Control / Quality Assurance process will deal exclusively with the review and reporting on the final design plans just prior to the Plans, Specifications and Estimate (PS & E) submittal.

===124.2.3 Post-Construction Review Procedures===

Post-construction reviews will be performed as standard practice on most projects. The opportunity to assess how well the project meet its’ original purpose and need as well as any constructability issues has the potential to impact MoDOT design practices and criteria on both a district and a statewide level. Written procedures outlining the process for post-construction reviews are described in [[media:124 Post Construction Review Procedures.doc|MoDOT Post Construction Review Procedures]]. When the decision has been made on the part of the project manager after consultation with the resident engineer that a post construction review is appropriate on a given project then these procedures will be followed. The procedures contain the steps to project selection, time of review, assembling the post-construction review team, defining the review focus, and the preparation of the team. Questions and guidance concerning post-construction reviews should be directed to the Design or Construction and Materials, technical support engineer responsible for that district.

===124.2.4 Quality Control Process===

Each district is expected to develop an individual final plan review process specifically designed to reflect present MoDOT policies and the practices of their own district. This procedure will include specific directions detailing their review process, responsibilities, and timetables along with specific items that a designer could follow during the final stages of plan development. The following are examples of checklists and Quality Control documents that have been developed and can be easily tailored to a district’s specific needs and practices.

[[media:124 Design Progress Checklist.doc|Design Progress checklist]]

[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/124_Project_Reviewing_Checklist.docx Project Reviewing Checklist]

[[media:124 Constructability Checklist.xls|Constructability checklist]]

[[media:124 QAQC Preliminary Plans Checklist.doc|Preliminary Plan Review checklist]]

[[media:124 QAQC Right of Way Review.doc|R/W Plan Review checklist]]

[[media:124 Design Review Final Plans.doc|Final Plan Review checklist]]

===124.2.5 Quality Assurance Work Plan===

The ultimate goal for this program is that '''every project''' on the monthly bid-opening schedule is subject to this independent "in house" review. These reviews will be performed by district design staff, which will report their findings to the project manager and Design Team prior to the final PS & E submittal of contract plans. Central office staff will provide QA by conducting periodic district QC reviews.

===124.2.6 Policy===

It is recognized that differing structures and personnel in each district do not lend themselves to a statewide QC/QA plan that rigidly defines roles of who does what. However, the following guidelines and timeframes should be followed.

QC / QA reviews will be conducted on all projects regardless of contract size or cost. The individual designer is responsible to compile all final design plans along with the supporting data and forward the plans through the transportation project designer (TPD) to the district’s Quality Control / Quality Assurance review team. The necessary supporting data will include the Job Special Provisions, the Estimate and Incidental Supporting Data (i.e. the [http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/WORK%20DAY%20STUDY%20-%20124.dot Work Day Study] and other items listed on the [[media:D-12 Aug 22 2018.pdf|District Final Plans Checklist (Form D-12)]]). The plans and supporting data will be delivered to the Review Team at least 4 weeks prior to PS & E submittal. The Team will report its findings to the designer, within 2 weeks, by providing a marked up set of plans, checked Job Special Provisions and Estimate. A written memo, detailing specific findings and recommendations, will accompany this report. This memo shall also be addressed to the designer or consultant along with the TPD and project manager (PM) who are ultimately responsible for the project. After collaboration with the TPD and PM, the designer will make the necessary adjustments to the plans and supporting data before PS & E submittal.

Goals of a QC/QA policy include:
:1. Provide general guidelines and best practices but allow the individual district flexibility.
:2. Accomplish consistency and uniformity of plans.
:3. Place responsibility for quality at the lowest level.
:4. Establish district procedure that new employees can follow to deliver a consistent end product.
:5. Reduce plan errors and omissions.
:6. Emphasize checking at major milestones (i.e. preliminary plan stage, R/W plan stage).

===124.2.7 Organization===

Each district will develop and manage its own individual QC/QA Review Process. This process could be patterned after established programs from another district and the policies and practices spelled out in other articles of the Engineering Policy Guide. The project development engineer in each district will be responsible for plan quality and consistency and for implementing district QC/QA procedures. The project development support engineer, of the Value Engineering / Quality Assurance section in the Design Division, will oversee the operations of all district’s QC/QA process. They will offer guidance and promote dialog between the individual district review teams. The Design Division technical support engineer will audit the district’s process and track production levels. They will gather detailed information about past change orders, make conclusions, and provide recommendations about corrective measures. They will report their findings to the State Design Engineer who may wish to offer corrective input or needed training to individual districts that appear to need additional support.
[[image:124.3.jpg|right|450px]]
The Value Engineering/Quality Assurance (VE/QA) section, in the Design Division, is responsible for ensuring that best management practices are incorporated into design policy as needed. The VE/QA section will function as the clearinghouse for data gathered from design plans, tracking and review of change orders, and post construction reviews. They will manage the [[:Category:130 Value Engineering|Value Engineering]] program and the Quality Control / Quality Assurance efforts.

==124.3 Quality Assurance Review for Right of Way Activities==

The Central Office right of way staff members coordinate periodic reviews of district office operating procedures to promote and ensure quality assurance of the acquisition process, reality asset activities and compliance with The Uniform Act. Detailed procedures for this review are contained in an article entitled [[236.12 Quality Assurance Reviews|Quality Assurance Reviews]].

Category:124 Quality Control / Quality Assurance (QC/QA)

2018-08-23T16:35:25Z

Oligst1: /* 124.2.6 Policy */

{| style="padding:0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="240px" align="right"
|-
|'''Forms'''
|-
|[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Project%20Estimate%20Quality%20Assurance%20Report.dot Project Estimate Quality Assurance Report]
|-
|[[media:124 Project Estimate Record Sheet.xlsx|Project Estimate Record Sheet]]
|-
|[[media:124 Design Progress Checklist.doc|Design Progress checklist]]
|-
|[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/124_Project_Reviewing_Checklist.docx Project Reviewing Checklist]
|-
|[[media:124 Constructability Checklist.xls|Constructability checklist]]
|-
|[[media:124 QAQC Preliminary Plans Checklist.doc|Preliminary Plan Review checklist]]
|-
|[[media:124 QAQC Right of Way Review.doc|R/W Plan Review checklist]]
|-
|[[media:124 Design Review Final Plans.doc|Final Plan Review checklist]]
|-
|[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/WORK%20DAY%20STUDY%20-%20124.dot Work Day Study]
|-
|[[media:D-12 June 6 2018.pdf|District Final Plans Checklist (Form D-12)]]
|-
|[[media:124 Post Construction Review Procedures.doc|MoDOT Post-Construction Review Procedures]]
|-
|}

==124.1 Quality Control / Quality Assurance for Project Estimates==

===124.1.1 Quality Control===

The district engineer is responsible for establishing the quality control procedures that their district will use to maintain consistency and accuracy of the project estimates and the appropriate documentation of project estimate files. The district engineer has the discretion to establish the quality control procedures that best complement their organization structure and staff. It is recommended these procedures be formally documented in written form and made available to those responsible for preparing the estimates.

One method the district engineer may choose is the establishment of a district Cost Estimate Quality Control Review Team. An example of the staff that might be included on this team are: the district’s transportation planning coordinator, design engineer, right of way manager, transportation project managers, and other personnel deemed necessary. This team could develop the quality control procedures and conduct quality assurance reviews as necessary to ensure the procedures are being incorporated into the preparation of estimates and documentation of estimate files.

The establishment of the district quality control procedures is intended to ensure the best possible estimate is obtained for each project and that documentation supporting the estimate is included in the project estimate file. The only requirement for the district quality control procedures is that it must require that the [[media:124 Project Estimate Record Sheet.xlsx|Project Estimate Record Sheet]] be included in each project estimate file. The Project Manager is responsible for completing and/or updating the Project Estimate Record Sheet on a yearly basis or at project milestones.

===124.1.2 Quality Assurance===

The district engineer is also responsible for establishing procedures for conducting quality assurance reviews of project estimates and compliance with the district’s estimating procedures. The quality assurance review is necessary to ensure accurate estimates are produced and district staff is following established quality control procedures. Regardless of the method used, it is not necessary to audit each estimate in detail. Review of an appropriate number of randomly selected estimate files will ensure that the district’s procedures are followed for the appropriate preparation, updating and documentation of project estimates. The [http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Project%20Estimate%20Quality%20Assurance%20Report.dot Project Estimate Quality Assurance Report] form may be used to record and summarize the review of individual project estimates and the documentation of the project estimate file.

Any recommendations resulting from the quality assurance review will be provided to the district engineer and district staff. The district’s estimating procedures should be modified as necessary to achieve the goal of accurate and well documented project estimates.

==124.2 Quality Control / Quality Assurance for Contract Ready Plans==

===124.2.1 Introduction===

Quality Control / Quality Assurance (QC/QA) is used to assure that the individual districts have a process to produce quality contract ready plans. This process is initiated and developed at the district level and coordinated by Central Office staff with minimum oversight. Each district design team will submit final design plans to QC/QA teams for review. These reviews will promote the development of the most accurate plans and specifications possible. A goal of this process is to produce the most consistent plans that reflect the policies and practices outlined in the Engineering Policy Guide and MoDOT Standard Specifications. The primary goal of this process is to reduce avoidable additional costs, during construction, by eliminating unnecessary change orders.

===124.2.2 Quality Control / Quality Assurance===

There does not appear to be a clear distinction between quality control (QC) and quality assurance (QA) in the majority of its applications in MoDOT. Therefore, these practices will be referred to as QC/QA. Where these terms are used individually, QC will refer to checks, plan reviews or statistical samples to verify that work was done properly. QA will refer to the entire program for verifying the QC process is followed. This program is a means to develop and establish a review process that is clear, uniform, timely and trackable. This is accomplished by a series of reviews during various stages of the plan development process. Many of these reviews take place during the [[:Category:128 Conceptual Studies|Conceptual Study]] and [[:Category:235 Preliminary Plans|Preliminary Plans]] phases of plan development. The [[104.2 Project Scoping|specific processes]] and [[104.6 Project Scoping Checklists|necessary checklists]] are available. This particular part of the Quality Control / Quality Assurance process will deal exclusively with the review and reporting on the final design plans just prior to the Plans, Specifications and Estimate (PS & E) submittal.

===124.2.3 Post-Construction Review Procedures===

Post-construction reviews will be performed as standard practice on most projects. The opportunity to assess how well the project meet its’ original purpose and need as well as any constructability issues has the potential to impact MoDOT design practices and criteria on both a district and a statewide level. Written procedures outlining the process for post-construction reviews are described in [[media:124 Post Construction Review Procedures.doc|MoDOT Post Construction Review Procedures]]. When the decision has been made on the part of the project manager after consultation with the resident engineer that a post construction review is appropriate on a given project then these procedures will be followed. The procedures contain the steps to project selection, time of review, assembling the post-construction review team, defining the review focus, and the preparation of the team. Questions and guidance concerning post-construction reviews should be directed to the Design or Construction and Materials, technical support engineer responsible for that district.

===124.2.4 Quality Control Process===

Each district is expected to develop an individual final plan review process specifically designed to reflect present MoDOT policies and the practices of their own district. This procedure will include specific directions detailing their review process, responsibilities, and timetables along with specific items that a designer could follow during the final stages of plan development. The following are examples of checklists and Quality Control documents that have been developed and can be easily tailored to a district’s specific needs and practices.

[[media:124 Design Progress Checklist.doc|Design Progress checklist]]

[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/124_Project_Reviewing_Checklist.docx Project Reviewing Checklist]

[[media:124 Constructability Checklist.xls|Constructability checklist]]

[[media:124 QAQC Preliminary Plans Checklist.doc|Preliminary Plan Review checklist]]

[[media:124 QAQC Right of Way Review.doc|R/W Plan Review checklist]]

[[media:124 Design Review Final Plans.doc|Final Plan Review checklist]]

===124.2.5 Quality Assurance Work Plan===

The ultimate goal for this program is that '''every project''' on the monthly bid-opening schedule is subject to this independent "in house" review. These reviews will be performed by district design staff, which will report their findings to the project manager and Design Team prior to the final PS & E submittal of contract plans. Central office staff will provide QA by conducting periodic district QC reviews.

===124.2.6 Policy===

It is recognized that differing structures and personnel in each district do not lend themselves to a statewide QC/QA plan that rigidly defines roles of who does what. However, the following guidelines and timeframes should be followed.

QC / QA reviews will be conducted on all projects regardless of contract size or cost. The individual designer is responsible to compile all final design plans along with the supporting data and forward the plans through the transportation project designer (TPD) to the district’s Quality Control / Quality Assurance review team. The necessary supporting data will include the Job Special Provisions, the Estimate and Incidental Supporting Data (i.e. the [http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/WORK%20DAY%20STUDY%20-%20124.dot Work Day Study] and other items listed on the [[media:D-12 Aug 22 2018.pdf|District Final Plans Checklist (Form D-12)]]). The plans and supporting data will be delivered to the Review Team at least 4 weeks prior to PS & E submittal. The Team will report its findings to the designer, within 2 weeks, by providing a marked up set of plans, checked Job Special Provisions and Estimate. A written memo, detailing specific findings and recommendations, will accompany this report. This memo shall also be addressed to the designer or consultant along with the TPD and project manager (PM) who are ultimately responsible for the project. After collaboration with the TPD and PM, the designer will make the necessary adjustments to the plans and supporting data before PS & E submittal.

Goals of a QC/QA policy include:
:1. Provide general guidelines and best practices but allow the individual district flexibility.
:2. Accomplish consistency and uniformity of plans.
:3. Place responsibility for quality at the lowest level.
:4. Establish district procedure that new employees can follow to deliver a consistent end product.
:5. Reduce plan errors and omissions.
:6. Emphasize checking at major milestones (i.e. preliminary plan stage, R/W plan stage).

===124.2.7 Organization===

Each district will develop and manage its own individual QC/QA Review Process. This process could be patterned after established programs from another district and the policies and practices spelled out in other articles of the Engineering Policy Guide. The project development engineer in each district will be responsible for plan quality and consistency and for implementing district QC/QA procedures. The project development support engineer, of the Value Engineering / Quality Assurance section in the Design Division, will oversee the operations of all district’s QC/QA process. They will offer guidance and promote dialog between the individual district review teams. The Design Division technical support engineer will audit the district’s process and track production levels. They will gather detailed information about past change orders, make conclusions, and provide recommendations about corrective measures. They will report their findings to the State Design Engineer who may wish to offer corrective input or needed training to individual districts that appear to need additional support.
[[image:124.3.jpg|right|450px]]
The Value Engineering/Quality Assurance (VE/QA) section, in the Design Division, is responsible for ensuring that best management practices are incorporated into design policy as needed. The VE/QA section will function as the clearinghouse for data gathered from design plans, tracking and review of change orders, and post construction reviews. They will manage the [[:Category:130 Value Engineering|Value Engineering]] program and the Quality Control / Quality Assurance efforts.

==124.3 Quality Assurance Review for Right of Way Activities==

The Central Office right of way staff members coordinate periodic reviews of district office operating procedures to promote and ensure quality assurance of the acquisition process, reality asset activities and compliance with The Uniform Act. Detailed procedures for this review are contained in an article entitled [[236.12 Quality Assurance Reviews|Quality Assurance Reviews]].

Category:101 Standard Forms

2018-08-23T16:20:12Z

Oligst1: /* Checklist */

[[Image:101.jpg|520px|right]]

{|style="padding: 0.3em; margin-left:2px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="520px" align="right"
|-
|EPG articles are not referenced as "sections" but as EPG XXX.X to avoid confusion with MoDOT specs (which are contractually binding).
|}
== ==
Standard forms organized by functional unit are accessible from this page. '''The files accessible by the links below are identical to those accessed through Word, Excel or other software application by MoDOT employees.''' Many of these file links are also contained in Engineering Policy Guide articles that refer to the forms.

==Bridge==
*[http://epg.modot.mo.gov/forms/BR/Bridge%20Division%20Memo.dot Bridge Division Memo]

*[[media:101 Bridge Hydraulics Report.docx|Bridge Hydraulics Report]]

*[http://epg.modot.mo.gov/forms/BR/Change%20Order.dot Change Order]
<div id="Constructability Questioinnaire"></div>

*[http://epg.modot.mo.gov/forms/BR/Constructability%20Questionnaire.dot Constructability Questioinnaire]

*[[media:101 Culvert Hydraulics Report.docx|Culvert Hydraulics Report]]
[[image:101 Bridge.jpg|right|150px]]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/131.1_Design_Exception.docx Design Exception Information]

*[http://epg.modot.mo.gov/forms/BR/Design%20Except%20to%20District.dot Design Except to District]

*[[media:101 Design Layout Box 2014.docx|Design Layout (Box)]]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Grade).dot Design Layout (Grade)]

*[[media:101 Design Layout Stream 2014.docx|Design Layout (Stream)]]

*[http://epg.modot.mo.gov/forms/BR/Design%20Layout%20(Wall).dot Design Layout (Wall)]
<div id="Floodplain Development Permit/Application"></div>

*[[media:101 Floodplain Development Permit Application May 2018.pdf|Floodplain Development Permit/Application]]

*[[media:101 Floodplain Development Permit To District Cover Letter.docx|Floodplain Development Permit To District Cover Letter]]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20FHWA.dotx Layout to FHWA]

*[http://epg.modot.mo.gov/forms/BR/Layout%20to%20Railroad.dot Layout to Railroad]

*[http://epg.modot.mo.gov/forms/BR/Missouri-Illinois%20Border%20Bridge%20Clearinghouse%20Form.dot Missouri-Illinois Border Bridge Clearinghouse Form]

*[[media:101 No Rise Certificate 2018.pdf|No-Rise Certificate]]

*[[media:751.1.2.20 Request.xlsx|Request for Final Soundings for Structures Form]]

*[http://epg.modot.mo.gov/forms/BR/Telefax.dot Telefax]

*[http://epg.modot.mo.gov/forms/BR/Transmittal%20Letter.dot Transmittal Letter]

*[[media:131.1.7 Vertical Clearance Design Exception Coordination with SDDCTEA.pdf|Vertical Clearance Design Exception Coordination with SDDCTEA]]

==Construction and Materials==
*[http://epg.modot.mo.gov/forms/CM/30_Day_Reminder_Final_Invoice_Letter.dotx 30 Day Reminder Final Invoice Letter]

*[http://epg.modot.mo.gov/forms/CM/60_Day_Final_Acceptance_Letter.dotx 60 Day Final Acceptance Letter]

*[http://epg.modot.mo.gov/forms/CM/AC_Index_Price_Adjustment_Hot_Mix_Asphalt_SY.xlsx AC Index Price Adjustment – Hot mix asphalt (per SY)]
[[image:101CM.jpg|right|150px]]
*[http://epg.modot.mo.gov/forms/CM/AC_Index_Price_Adjustment_Hot_Mix_Asphalt_Ton.xlsx AC Index Price Adjustment – Hot mix asphalt (per Ton)]

*[http://epg.modot.mo.gov/forms/CM/AC_Index_Price_Adjustment_Seal_Coat.xlsx AC Index Price Adjustment – Sealcoat]

*[http://epg.modot.mo.gov/forms/CM/AC_Index_Price_Adjustment_UBAWS_Hot_Mix_and_Membrane.xlsx AC Index Price Adjustment – UBAWS Hot Mix and Membrane]

*[http://epg.modot.mo.gov/forms/CM/AC_Index_Price_Adjustment_Undersealing.xlsx AC Index Price Adjustment – Undersealing]

*[http://epg.modot.mo.gov/forms/CM/ADA_Checklist.dotx ADA Checklist]

*[http://epg.modot.mo.gov/forms/CM/Aggregate_Base_Random_Locations.xlsm Aggregate Base Random Locations]

*[http://epg.modot.mo.gov/forms/CM/As_Built_Final_Plans_Checklist_SL_District.dotx As Built Plans Checklist - SL District]

*[http://epg.modot.mo.gov/forms/CM/Asbestos_Bulk_Sample_Bridge_CL_EL_5.dotx Asbestos Bulk Sample Bridge CL EL 5]

*[http://epg.modot.mo.gov/forms/CM/Asbestos_Bulk_Sample_Parcel_CL_EL_5.dotx Asbestos Bulk Sample Parcel CL EL 5]

*[http://epg.modot.mo.gov/forms/CM/Asbestos_Survey_Report_T746_T747_T748_C760.dotx Asbestos Survey Report - All Suspect ACM (Form T746), Nonfriable ACM (Form T747) and All Materials (Form T748)]

*[http://epg.modot.mo.gov/forms/CM/Asphalt_Core_Spreadsheet.xlsx Asphalt Core Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/Asphalt_Mix_Design.xlsm Asphalt Mix Design]

*[http://epg.modot.mo.gov/forms/CM/Asphalt_Random_Locations.xlsm Asphalt Random Locations]

*[http://epg.modot.mo.gov/forms/CM/KC_Asphalt_Roadway_Report.xlsx Asphalt Roadway Report]

*[http://epg.modot.mo.gov/forms/CM/KC_Asphalt_Roadway_Report_Square_Yards.xls Asphalt Roadway Report Square Yards]

*[http://epg.modot.mo.gov/forms/CM/Bridge_Bearings.xlsx Bridge Bearings]

*[http://epg.modot.mo.gov/forms/CM/Bridge_Clearance_Report_C239A.dotx Bridge Clearance Report (C-239A)]

*[http://epg.modot.mo.gov/forms/CO/Bridge%20Fabrication%20Report.dot Bridge Fabrication Report]

*[http://epg.modot.mo.gov/forms/CM/Change%20Order.XLS Change Order]

*[http://epg.modot.mo.gov/forms/CM/Job_Site_Bulletin_Board_Checklist_fillable.pdf Checklist of the jobsite posters]

*[http://epg.modot.mo.gov/forms/CM/CUF_Determination_Form.pdf Commercially Useful Function (CUF) Determination Form]

*[http://epg.modot.mo.gov/forms/CM/Compressive%20Strength%20for%20Forney.xls Compressive Strength for Forney]

*[http://epg.modot.mo.gov/forms/CM/Concrete%20Daily%20Inspection%20Report%20C-681.xls Concrete Daily Inspection Report, C-681]

*[http://epg.modot.mo.gov/forms/CM/Concrete_Cylinder_Sample_Sent_to_Central_Lab.doc Concrete Cylinder Sample Sent to Central Lab]

*[http://epg.modot.mo.gov/forms/CM/Concrete_Roadway_Report.dotx Concrete Roadway Report]

*[http://epg.modot.mo.gov/forms/CM/Contingent_Item_Price_Check.dotx Contingent Item Price Check]

*[http://epg.modot.mo.gov/forms/CM/Contractor_Performance_Evaluation_Letter.dotx Contractor Performance Evaluation Letter]

*[http://epg.modot.mo.gov/forms/CM/Contractor_Performance_Evaluation_Signature_Page.dotx Contractor Performance Evaluation Signature Page]

*[http://epg.modot.mo.gov/forms/CM/C9_Daily_Utility_Report.dotx Daily Utility Report (C-9).dot]

*[http://epg.modot.mo.gov/forms/CM/Dimensions%20To%20Tons%20Converter.xlsx Dimensions To Tons Converter]

*[http://epg.modot.mo.gov/forms/CM/EEO_Checklist.dotx EEO Checklist]

*[http://epg.modot.mo.gov/forms/CM/EEO_Checklist.dotx Fence Removal Notice]

*[http://ghdcogwp01/c10/cgi-bin/cognosisapi.dll?b_action=cognosViewer&ui.action=run&ui.object=%2fcontent%2ffolder%5b%40name%3d%27SiteManager%20Reporting%27%5d%2ffolder%5b%40name%3d%27Headquarters%27%5d%2ffolder%5b%40name%3d%27Contract%20-Administration%27%5d%2freport%5b%40name%3d%27C239_Final_Acceptance_Report%27%5d&ui.name=C239_Final_Acceptance_Report&run.outputFormat=PDF&run.prompt=true&ui.backURL=%2fc10%2fcgi-bin%2fcognosisapi.dll%3fb_action%3dxts.run%26m%3dportal%2fcc.xts%26m_folder%3di734C7F8180CF4B9BA373FD704584E006 Final Acceptance Report (C-239), Cognos Report]

*[http://epg.modot.mo.gov/forms/CM/Final_Acceptance_C_239.pdf Final Acceptance Report (C-239), pdf version]

*[http://epg.modot.mo.gov/forms/CM/Final_Plans_Certification.dotx Final Plans Certification]

*[http://epg.modot.mo.gov/forms/CM/Final_Plans_Checklist.dotx Final Plans Checklist]

*[http://epg.modot.mo.gov/forms/CM/KC_Final_Plans_Memo.pdf Final Plans Memo]

*[http://epg.modot.mo.gov/forms/CM/C13_Final_Utility_Report.dotx Final Utility Report (C-13)]

*[http://epg.modot.mo.gov/forms/CM/Force_Account_Spreasheet.xlsx Force Account Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/Form%20M-45%20Bitumin%20Distributor%20Calibration.doc Form M-45 Bitumin Distributor Calibration]

*[http://epg.modot.mo.gov/forms/CM/Fuel_Adjustment_Calculation.xlsx Fuel Adjustment Calculation]

*[http://epg.modot.mo.gov/forms/CM/Inspectors_Pay_Qty_Report_IPQR.dotx Inspectors Pay Qty Report (IPQR)]

*[http://epg.modot.mo.gov/forms/CM/Internal_MoDOT_Product_Form.dotx Internal MoDOT Product Form]

*[http://epg.modot.mo.gov/forms/CM/IRI_Inertial_Profiler_Report_with_Bonus.xlsm IRI Inertial Profiler Report with Bonus]

*[http://epg.modot.mo.gov/forms/CM/JOC_2016_Rail_Cable_Fence_Spreadsheet.xlsx JOC 2016 Rail Cable Fence Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/JOC_2017_Rail_Cable_Fence_Spreadsheet.xlsx JOC 2017 Rail Cable Fence Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/JOC_2018_Rail_Cable_Fence_Spreadsheet.xlsx JOC 2018 Rail Cable Fence Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/JOC_Asphalt_Pavement_Repair.xlsm JOC Asphalt Pavement Repair]

*[http://epg.modot.mo.gov/forms/CM/JOC_Bridge_Repair_Spreadsheet.xlsm JOC Bridge Repair Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/JOC_Concrete_Pavement_Repair.xlsm JOC Concrete Pavement Repair]

*[http://epg.modot.mo.gov/forms/CM/JOC_Lighting_Repair.xlsx JOC Lighting Repair]

*[http://epg.modot.mo.gov/forms/CM/JOC_Microsurfacing_Spreadsheet.xlsx JOC Microsurfacing Spreadsheet]

*[http://epg.modot.mo.gov/forms/CM/JOC_Signal_and_Lighting_Repair.xlsm JOC Signal and Lighting Repair]

*[http://epg.modot.mo.gov/forms/CM/Milestone_Worksheet.dotx Milestone Worksheet]

*[http://epg.modot.mo.gov/forms/CM/Mobile_Mixer_Calibration.xlsx Mobile Mixer Calibration]

*[http://epg.modot.mo.gov/forms/CM/Mobile_Mixer_Verification_Sheet.dotx Mobile Mixer Verification Sheet]

*[http://epg.modot.mo.gov/forms/CM/Nuclear_Density_C709ND.dotx Nuclear Density (C-709ND)]

*[http://epg.modot.mo.gov/forms/CM/Nuclear_Density_of_Plastic_Portland_Cement_Concrete_C_710ND.dotx Nuclear Density of Plastic Portland Cement Concrete (C-710ND)]

*[http://epg.modot.mo.gov/forms/CM/Order_Record.dotx Order Record (C-259)]

*[http://epg.modot.mo.gov/forms/CM/Outlier%20Analysis.xls Outlier Analysis]

*[http://epg.modot.mo.gov/forms/CM/Pavement_Type_Selection_Submittal.dotx Pavement Type Selection Submittal Information (PTS Submittal Form)]

*[http://epg.modot.mo.gov/forms/CM/Payroll_Log.xltx Payroll Log Form]

*[http://epg.modot.mo.gov/forms/CM/Pile%20Driving%20Chart2.xls Pile Driving Chart]

*[http://epg.modot.mo.gov/forms/CM/Pile_Driving_Data.dotx Pile Driving Data]

*[http://epg.modot.mo.gov/forms/CM/Pore_Pressure_Report_Type_A.dotx Pore Pressure Report - Type A]

*[http://epg.modot.mo.gov/forms/CM/Pore_Pressure_Report_Type_B.dotx Pore Pressure Report - Type B]

<div id="PreCon Letter - Federal No Trainees"></div>
*[http://epg.modot.mo.gov/forms/CM/PreCon_Letter_Federal.dotx PreCon Letter - Federal]

*[http://epg.modot.mo.gov/forms/CM/PreCon_Letter_State.dotx PreCon Letter - State]

*[http://epg.modot.mo.gov/forms/CM/Prestress_Deficiency_Report.dotx Prestress Deficiency Report (1029-01)]

*[http://epg.modot.mo.gov/forms/CM/Price_Verification.xlsx Price Verification]

*[http://epg.modot.mo.gov/forms/CM/Railroad_Crossing_Inspection.dotx Railroad Crossing Inspection]

*[http://epg.modot.mo.gov/forms/CM/RE_Letterhead.dotx RE Letterhead]

*[http://epg.modot.mo.gov/forms/CM/Retroreflectivity_Payment_Adjustment.xlsm Retroreflectivity Payment Adjustment]

*[http://epg.modot.mo.gov/forms/CM/Retroreflectometer_Request.xlsx Retroreflectometer Request]

*[http://epg.modot.mo.gov/forms/CM/Retroreflectometer_Results.xlsm Retroreflectometer Results]

*[http://epg.modot.mo.gov/forms/CM/RM_Aggregate_Scale_Calibration_200.dotx RM Aggregate Scale Calibration - 200]

*[http://epg.modot.mo.gov/forms/CM/RM_Aggregate_Scale_Calibration_300.dotx RM Aggregate Scale Calibration - 300]

*[http://epg.modot.mo.gov/forms/CM/RM_Aggregate_Scale_Calibration_350.dotx RM Aggregate Scale Calibration - 350]

*[http://epg.modot.mo.gov/forms/CM/RM_Air_Dispenser_Calibration.dotx RM Air Dispenser Calibration]

*[http://epg.modot.mo.gov/forms/CM/RM_Cement_Scale_Calibration_150.dotx RM Cement Scale Calibration - 150]

*[http://epg.modot.mo.gov/forms/CM/RM_Cement_Scale_Calibration_175.dotx RM Cement Scale Calibration - 175]

*[http://epg.modot.mo.gov/forms/CM/RM_Cement_Scale_Calibration_200.dotx RM Cement Scale Calibration - 200]

*[http://epg.modot.mo.gov/forms/CM/RM_Concrete_Systems_Form.dotx RM Concrete Systems Form]

*[http://epg.modot.mo.gov/forms/CM/RM_Equipment_Calibrated_and_Verified_Form.dotx RM Equipment Calibrated and Verified Form]

*[http://epg.modot.mo.gov/forms/CM/RM_Truck_Mixer_Information_Form.dotx RM Truck Mixer Information Form]

*[http://epg.modot.mo.gov/forms/CM/RM_Water_Calibration.dotx RM Water Calibration]

*[http://epg.modot.mo.gov/forms/CM/RoCap_Test_Form_Long_Bolts.dotx RoCap Test Form - Long Bolts]

*[http://epg.modot.mo.gov/forms/CM/RoCap_Test_Form_Short_Bolts.dotx RoCap Test Form - Short Bolts]

*[http://epg.modot.mo.gov/forms/CM/Semi_Annual_Labor_Compliance_Report.dotx Semi-annual Labor Compliance Report]

*[http://epg.modot.mo.gov/forms/CM/Semi_Final_Inspection_C_236.pdf Semi-Final Inspection (C-236)]

*[http://epg.modot.mo.gov/forms/CM/Sitemanager_Contractor_Payment_Schedule.pdf Sitemanager Contractor Payment Schedule]

*[http://epg.modot.mo.gov/forms/CM/Standard%20Compaction%20Test%20Blank.xls Standard Compaction Test Blank]

*[http://epg.modot.mo.gov/forms/CM/Survey%20Calculator.xlsx Survey Calculator]

*[http://epg.modot.mo.gov/forms/CM/Tank%20Capacity%202.0.xls Tank Capacity]

*[http://epg.modot.mo.gov/forms/CM/CR1_Wage_Rate_Interview.pdf Wage Interview (Form CR-1)]

*[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Inspections/WorkZone_Inspection-form%202014.pdf Work Zone Inspection Form]

===Forms for Contractor Use ===
====Construction and Contractor Related====

:* [http://epg.modot.mo.gov/forms/CM/Blank_2AA_Sheet.pdf 2AA Sheet – Blank]

:* [http://epg.modot.mo.gov/forms/CM/Example_2AA_Sheet.pdf 2AA Sheet – Example]

:* [http://epg.modot.mo.gov/forms/CM/Affidavit_for_Compliance_with_Prevailing_Wage.pdf Affidavit for Compliance with Prevailing Wage Law]

:* [http://epg.modot.mo.gov/forms/CM/Contractors_Affidavit_C-242.pdf Contractor's Affidavit Regarding Settlement of Claims (C-242)]

:* [http://epg.modot.mo.gov/forms/CM/Contractor_Questionnaire.pdf Contractor Questionnaire] (to bid contracts less than $2,000,000)

:* [http://epg.modot.mo.gov/forms/CM/DBE_Contractor_Project_Trucker_Equipment_List_Form.pdf DBE Contractor Project Trucker Equipment List Form]

:* [http://epg.modot.mo.gov/forms/CM/DBE_Contractor_Subcontractor_Project_Trucker_Form_Instructions.pdf DBE Contractor Subcontractor Project Trucker Form Instructions]

:* [[media:101 DBE Identification Submittal Form.pdf|DBE Identification Submittal Form]]

:* [http://epg.modot.org/forms/CM/Lead_Abatement_MODOT_Contractor_Informational_Packet.pdf Lead Abatement MoDOT Contractor Informational Packet]

:* [http://epg.modot.org/forms/CM/Lead_Abatement_MODOT_FA_Project_Notification.pdf Lead Abatement MoDOT FA Project Notification]

:* [http://epg.modot.org/forms/CM/Lead_Abatement_MODOT_Project_Notification.pdf Lead Abatement MoDOT Project Notification]

:* [http://epg.modot.org/forms/CM/Lead_Abatement_MODOT_Project_Re_Notification.pdf Lead Abatement MoDOT Project Re-Notification]

:* [http://epg.modot.org/forms/CM/Lead_Abatement_Program_Contact_Info.pdf Lead Abatement Program Contact Info]

:* [http://eprojects/Templates/MODOT_Workforce_JSP_Cummulative_Workforce_Hours_Report.xlsx MoDOT Workforce JSP Cumulative Workforce Hours Report]

:* [http://epg.modot.mo.gov/forms/CM/MoDOT_Workforce_Pre_Construction_Diversity_Plan_Report.xlsx MoDOT Workforce Pre-Construction Diversity Plan Report]

:* [http://epg.modot.org/forms/CM/OJT_1_Trainee_Notification.pdf OJT-1, Trainee Notification]

:* [http://epg.modot.org/forms/CM/OJT_2_Contractor_Monthly_Training_Report.pdf OJT-2, Contractor Monthly Trainee Report]

:* [http://epg.modot.org/forms/CM/OJT_3_Training_Completion.pdf OJT-3, Training Completion]

:* [http://epg.modot.mo.gov/forms/CM/OJT_4_Trainee_Contact.pdf OJT-4, Trainee Contact]

:* [http://epg.modot.mo.gov/forms/CM/OJT_5_Discrimination_Complaint.pdf OJT-5, Discrimination Complaint]

:* [http://epg.modot.mo.gov/forms/CM/OJT_6_Final_Trainee_Summary.pdf OJT-6, Training Summary]

:* [http://epg.modot.org/forms/CM/Prequalification_Questionnaire.pdf Prequalification Contractor Questionnaire] (to bid a contract of any size)

:* [http://epg.modot.org/forms/CM/Request_to_Subcontract_C_220.pdf Request to Subcontract Work (C-220)]

:* [http://epg.modot.org/forms/CM/Subcontractor_Certification_Regarding_Affirmative_Action.pdf Subcontractor Certification Regarding Affirmative Action]

:* [http://epg.modot.org/forms/CM/Value_Engineering_Proposal_C_104.doc Value Engineering Change Proposal (C-104)]

:* [http://epg.modot.org/forms/CM/Wage_Flow_Chart_for_Federal_Jobs.pdf Wage Flowchart for Federal Jobs – Precon]

:* [http://epg.modot.org/forms/CM/Wage_Flow_Chart_for_State_Jobs.pdf Wage Flowchart for State Jobs – Precon]

:* [http://epg.modot.org/forms/CM/Waste_Disposal_Agreement.pdf Waste Disposal Agreement]

====Materials Related====
:*[http://epg.modot.mo.gov/forms/CM/AsphPlantInspCumulative.xls Asphalt Inspection Worksheet Cumulative Gradation]

:*[http://epg.modot.mo.gov/forms/CM/AsphPlantInspNonCumulative.xls Asphalt Inspection Worksheet Non-Cumulative Gradation]

:*[http://epg.modot.mo.gov/forms/CM/PipeShippingReportForm2.pdf CMP, RCP, Precast Drainage Units and Precast Box Culvert Shipping Report Form]

:*[http://epg.modot.mo.gov/forms/CM/Concrete%20Mix%20Design%20Submittal%20Form.xls Concrete Mix Design Submittal Form]

:*[http://epg.modot.mo.gov/forms/CM/Missouri%20CoreLok%20Aggregate%20Workbook.xls CoreLok Aggregate Workbook]

:*[http://epg.modot.mo.gov/forms/CM/GS013F2.pdf Fabricator’s PAL Receival Form]

:*[http://epg.modot.mo.gov/forms/CM/NewProductEvaluationForm.pdf New Product Evaluation Form]

:*[http://epg.modot.mo.gov/forms/CM/GS013F4.pdf PAL Program Inclusion Certifications and Guarantee Statement]

:*[http://epg.modot.org/forms/CM/Producer_Supplier_List.pd Producer/Supplier List]

:*[http://epg.modot.mo.gov/forms/CM/PipeShippingReportForm_Thermoplastic.pdf PVC & HDPE Pipe Shipping Report Form]

:*[http://epg.modot.mo.gov/forms/CM/Request_to_Transfer_Inspected_Matl.pdf Request for Transfer of Inspected Materials]

:*[http://epg.modot.mo.gov/forms/CM/GS013F3.pdf Shipper’s PAL Transmittal Form]

====Posters, Federal Aid====

Please refer to [http://epg.modot.org/index.php?title=Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#Required_Notices_and_Posters EPG 110.2 Federal-Aid Projects, Required Notices and Posters].

====Posters, State Aid====

Please refer to [http://epg.modot.org/index.php?title=Category:110_State_and_Federal_Wage_Rates_and_Other_Requirements#Required_Notices_and_Posters EPG 110.2 Federal-Aid Projects, Required Notices and Posters].

====Utility or Right of Way Related====

:*[http://www.modot.mo.gov/asp/intentToWork.shtml Notice of Intent to Perform Work Process]

:*[https://www6.modot.mo.gov/ElectronicPermitting/ElectronicPermitting.html# Permit for Work on Right of Way]

===Quick Reference Guides (QRGs) [[image:bulldozer.jpg|20px]]===

:* [http://epg.modot.mo.gov/forms/CM/Change_Order_Codes.doc Change Order Codes]

:* [http://epg.modot.mo.gov/forms/CM/Change_Order_reports.docx Change Order Reports]

:* [http://epg.modot.mo.gov/forms/CM/Change_Orders_zero_dollar.docx Change Orders - Zero Dollar]

:* [http://epg.modot.mo.gov/forms/CM/Change_Orders.docx Change Orders]
<div id="Change Orders – Mobilization and Contract Bond"></div>
:* [http://epg.modot.mo.gov/forms/CM/Change_Orders_Mobilization_and_Contract_Bond.docx Change Orders – Mobilization and Contract Bond]

:* [http://epg.modot.mo.gov/forms/CM/Change_Orders_Time_Adjustment.docx Change Orders – Time Adjustment]

:* [http://epg.modot.mo.gov/forms/CM/Change_Orders_Value_Engineering.doc Change Orders – Value Engineering]

:* [http://epg.modot.mo.gov/forms/CM/Check_for_Current_Version_of_SiteManager.doc Check for Current Version of SiteManager]

:* [http://epg.modot.mo.gov/forms/CM/Concrete_Cylinder_Sample_Sent_to_Central_Lab.doc Concrete Cylinder Sample Sent to Central Lab]

:* [http://epg.modot.mo.gov/forms/CM/Concrete_mix_design_creation.doc Concrete Mix Design Creation]

:* [http://epg.modot.mo.gov/forms/CM/Consent_Decree_Closeout.pdf Consent Decree Close Out Procedure]
<div id="Land Disturbance Deficiency"></div>

:* [[media:101 Land Disturbance Deficiency QRG.pdf|Consent Decree Deficiencies – Halting, Un-halting, Resolving (Land Disturbance Deficiency)]]

:* [http://sharepoint/sites/de/epg/Lists/EPGResponse/Attachments/527/Consent%20Decree%20Inspections.pdf Consent Decree Erosion Reporting]

:* [http://sharepoint/sites/de/epg/Lists/EPGResponse/Attachments/639/Consent%20Decree%20Initial%20Setup.pdf Consent Decree Initial Setup]

:* [http://epg.modot.mo.gov/forms/CM/Contract_Adjustments.docx Contract Adjustments]

:* [http://epg.modot.mo.gov/forms/CM/Contract_Master_List.docx Contract Master List]

:* [http://epg.modot.mo.gov/forms/CM/Contract_Finalization.doc Contract Finalization]

:* [http://epg.modot.mo.gov/forms/CM/Contractor_Pay_Estimates.docx Contractor Pay Estimates]

:* [http://epg.modot.mo.gov/forms/CM/CRE20_Contractor_Reoporting_Excel2Oracle.docx CRE2O - Contractor Reporting Excel2Oracle]

:* [http://epg.modot.mo.gov/forms/CM/CRE20_QA_Asphalt_Guide.docx CRE2O QA Asphalt Guide]

:* [http://epg.modot.mo.gov/forms/CM/Daily_Work_Reports.docx Daily Work Reports]

:* [http://epg.modot.mo.gov/forms/CM/Diaries.docx Diaries]

:* [http://epg.modot.mo.gov/forms/CM/Digital_Signature_for_Adobe_Reader_DC_or_Pro_DC.docx Digital Signature for Adobe Reader DC or Pro DC]

:* [http://epg.modot.mo.gov/forms/CM/Disposition_Remarks_for_PAL_Materials.doc Disposition Remarks for PAL Materials]

:* [http://epg.modot.mo.gov/forms/CM/Emergency_Contacts.docx Emergency Contacts]

:* [http://epg.modot.mo.gov/forms/CM/Equipment_Rental_Rates_online.doc Equipment Rental Rates from the Blue Book]
<div id=" Equipment Verification Samples "></div>
:* [http://epg.modot.mo.gov/forms/CM/Equipment_Verification_Samples.docx Equipment Verification Samples]

:* [http://epg.modot.mo.gov/forms/CM/Estimate_Based_Documentation_Records.doc Estimate Based Documentation Records]

:* [http://epg.modot.mo.gov/forms/CM/Filtering_a_SiteManager_Pick_List.doc Filtering a SiteManager Pick List]

:* [http://epg.modot.mo.gov/forms/CM/How_to_Use_Cognos_Reports.docx How to Use Cognos Reports]

:* [http://epg.modot.mo.gov/forms/CM/Job_Order_Contracts.docx Job Order Contracts]

:* [http://epg.modot.mo.gov/forms/CM/Key_Dates.docx Key Dates]

:* [http://epg.modot.mo.gov/forms/CM/Line_Item_Adjustments.docx Line Item Adjustments]
<div id="Liquidated Damage Adjustments"></div>

:* [http://epg.modot.mo.gov/forms/CM/Liquidated_Damage_Adjustments.docx Liquidated Damage Adjustments]

:* [http://epg.modot.mo.gov/forms/CM/Milestones.docx Milestones]
<div id="Moving Files from SharePoint to CIA"></div>

:* [http://epg.modot.mo.gov/forms/CM/PAL_Plant_Inspection_and_Record.docx PAL Plant Inspection and Record]

:* [http://epg.modot.mo.gov/forms/CM/SL_Reason_Codes_for_Time_Extension_Change_Orders.doc SL District Reason Codes for Time Extension Change Orders]

:* [http://epg.modot.mo.gov/forms/CM/SL_Signal_Maintenance.docx SL District Signal Maintenance by Contractor Key Dates]
<div id=" Sample Record General Information "></div>
:* [http://epg.modot.mo.gov/forms/CM/Sample_Record_General.docx Sample Record General Information]

:* [http://epg.modot.mo.gov/forms/CM/Sample_Record_of_DEC_Inspection.doc Sample Record of DEC Inspection]

:* [http://epg.modot.mo.gov/forms/CM/Sample_Record_of_Soil_Density_Inspection.doc Sample Record of Soil Density Inspection]

:* [http://epg.modot.mo.gov/forms/CM/Sample_Record_of_Visual_Inspection.doc Sample Record of Visual Inspection]

:* [http://epg.modot.mo.gov/forms/CM/Sampling_Checklist.docx Sampling Checklist]

:* [http://epg.modot.mo.gov/forms/CM/Stockpiled_Materials.doc Stockpiled Materials]

:* [http://epg.modot.mo.gov/forms/CM/Subcontracts.docx Subcontracts]

:* [http://epg.modot.mo.gov/forms/CM/SuperPave_Adjustments.doc SuperPave Adjustments]

:* [http://epg.modot.mo.gov/forms/CM/Terminal_Services-Remote_Desktop_Connection.docx Terminal Services/Remote Desktop Connection]

:* [http://epg.modot.mo.gov/forms/CM/Vendor_Master_List.doc Vendor Master List]

==Design==
{|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="160px" align="right"
|-
|'''[http://www.modot.org/business/standards_and_specs/d-sheets.htm Microstation D-Sheets]'''
|-
|'''Signing'''
|-
|[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/D-28.doc D-28], D-29 through D-34
|-
|'''Signals'''
|-
|D-37A through D-37d, D-38 through D-38e
|-
|'''Typical Sections'''
|-
|D-49 through D-70
|-
|'''Miscellaneous'''
|-
|D-71
|}
===Bridge===
*[http://epg.modot.org/forms/DE%202017%20Forms/Environmental/404%20Permits.dot 404 Permits]

*[[media:747 Bridge Survey Checklist 2018.doc|Bridge Survey Checklist]]

*[[media:747 Bridge Survey Location Request.docx|Bridge Survey Location Request]]

*[[media:747 Bridge Survey Report April 2018.docx| Bridge Survey Report Form]]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Copy%20of%20751.1.3.5_Structural_Rehabilitation_Checklist.xlsm Structural Rehabilitation Checklist (Excel)]

*[http://ghepg01/forms/BR/Vertical%20Clearance%20Design%20Exception%20Coordination%20with%20SDDCTEA%20Form.doc Vertical Clearance Design Exception Coordination with SDDCTEA]

===Checklist===
*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Design%20Progress%20Check%20List.docx Design Progress Check List]

*[[media:D-12 Aug 22 2018.pdf|District Final Design Checklist - D-12]]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Preliminary%20Plans%20Check%20List.dot Preliminary Plans Check List]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/124_Project_Reviewing_Checklist.docx Project Reviewing Checklist]

*[http://epg.modot.mo.gov/forms/DE-Checklist/Right%20of%20Way%20Check%20List.dot Right of Way Check List]

===Computer===
*[http://epg.modot.mo.gov/forms/DE-Computer/Design%20Computer%20Files%20&%20Drawings%20Log%20Sheet%20-%20D-97.dot Design Computer Files & Drawings Log Sheet - D-97]

*[http://epg.modot.mo.gov/forms/DE-Computer/MicroStation%20Computer%20Drawings%20Log%20Sheet%20-%20D96.dot MicroStation Computer Drawings Log Sheet - D96]

===Contracts===
*[http://epg.modot.org/forms/DE%202017%20Forms/BiddingContract/District%20Award.dot District Award]

*[http://www.modot.org/business/standards_and_specs/documents/ComputerDeliverableContractPlans.pdf Computer Deliverable Contract Plans 2005]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot Consultant Services Contract - State Funded (MoDOT Users)]

*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot De1]

*[http://epg.modot.org/forms/DE%202017%20Forms/BiddingContract/DE11_Municipal_Agreement.doc DE11]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Sample%20Scope%20of%20Services%20-%20Location%20and%20Environment.dot Sample Scope of Services - Location and Environment]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Sample%20Scope%20of%20Services%20Design.dot Sample Scope of Services Design]

===Design Forms===
*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/3R%20CONCEPTUAL%20STUDY%20REPORT.dot 3R Conceptual Study Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/4R%20PAVEMENT%20REHABILITATION%20ANALYSIS%20DATA%20AND%20CONCEPTUAL%20STUDY%20REPORT.dot 4R Pavement Rehabilitation Analysis Data and Conceptual Study Report]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Aerial%20Mosiac%20Submittal%20for%20Recon%20Study.dot Aerial Mosiac Submittal for Recon Study]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Commission%20Backup%20Form%20Blank.dot Commission Backup Form Blank]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Commission%20Backup%20Form%20Instructions.dot Commission Backup Form Instructions]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Conceptual%20Study%20Report.dot Conceptual Study Report]

*[[media:134.2.2.5.1 May 2017.doc|Consultant Rating Form]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Cultural%20Resource%20Assessment%20Letter.dot Cultural Resource Assessment Letter]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/D-28.doc D-28 Sign Design Order Form]

*[[media:131.1 Design Exception.docx|Design Exception Information]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Equipment%20and%20Materials%20List.dot Equipment and Materials List]

*[[media:Form 806.8.2.pdf|Form 806.8.2, Project-Specific SWPPP Information]]

*[[media:Form D21 2018.pdf|Highway Lighting Warrants D21]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Inquiry%20Report.dot Inquiry Report]

*[http://epg.modot.org/forms/DE%202017%20Forms/EPG/JSP-Formatting-Guide.doc Job Special Provision Formatting Instructions]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Location%20Study%20Report.dot Location Study Report]

* [[media:M-40 2013.docx|M-40 Request for Drilling Services]]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Pavement%20Distress%20Log%20Form%20-%20Asphalt%20-%2011x17.dot Pavement Distress Log Form - Asphalt - 11x17]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Pavement%20Distress%20Log%20Form%20-%20Concrete%2011x17.dot Pavement Distress Log Form - Concrete 11x17]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Pavement%20Repair%20Log.dot Pavement Repair Log]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Preliminary%20Plans%20Proposal%20Review.dot Preliminary Plans Proposal Review]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Preliminary%20Signal%20Plan%20Submittal.dot Preliminary Signal Plan Submittal]

*[http://epg.modot.mo.gov/forms/DE-DEForms/PROJECT%20ASSIGNMENTS%20AND%20COMPLETION%20DATES.dot Project Assignments and Completion Dates]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Project%20Data%20for%20BAMS.dot Project Data for BAMS]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Project%20Initialization%20Estimate%20Form.dot Project Initialization Estimate Form]

*[http://epg.modot.org/forms/DE%202017%20Forms/EPG/JSP-Formatting-Guide.doc Roadway Job Special Provision Formatting Instructions]

*[http://epg.modot.org/forms/DE%202017%20Forms/EPG/Roadway_JSP_Templet.doc Roadway Job Special Provision Template]

*[[media:134.2.2.2 Nov 2017.docx|Submittal to Professional Services Committee]]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Suggested%20Revision%20to%20a%20CADD%20Standard.dot Suggested Revision to a CADD Standard]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Test-Cultural%20Resource%20Assessment%20Letter.dot Test-Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Traffic%20Signal%20Warrants,%20Form%20D22.dot Traffic Signal Warrants, Form D22]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Utility%20Print%20Submittal%20Letter.dot Utility Print Submittal Letter]

*[http://epg.modot.mo.gov/forms/DE-DEForms/Utility%20Print%20Submittal%20letter_Revised%20Plans.dot Utility Print Submittal letter_Revised Plans]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/WORK%20DAY%20STUDY%20-%20124.dot Work Day Study - 124]

===[http://epg.modot.org/index.php?title=Category:134_Engineering_Professional_Services#134.1.3_Consultant_Qualification Engineering Professional Services]===

===Environmental and Cultural===
*[http://epg.modot.org/forms/DE%202017%20Forms/Environmental/Categorial%20Exclusion%20Form.dot Categorical Exclusion Form]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Categorial%20Exclusion%20Form.dot Cultural Resource Assessment Letter]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Cultural%20Resource%20Structure%20Log.dot Cultural Resource Structure Log]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/DNR%20Land%20Survey%20Request.dot DNR Land Survey Request]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Farmland%20Conversion%20IMpact%20Rating%20(Site).dot Farmland Conversion Impact Rating (Corridor)]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Farmland%20Conversion%20Impact%20Rating%20(Corridor).dot Farmland Conversion Impact Rating (Site)]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Fig%202-06-9,%20Farmland%20Conversion%20Impact%20Rating.dot Fig 2-06-9, Farmland Conversion Impact Rating]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/Initial%20Site%20Assessment%20Form.dot Initial Site Assessment Form]

*[https://www6.modot.mo.gov/EnvironmentalRequest/Pages/Login.aspx Request for Environmental Services (RES) Form]

*[http://epg.modot.org/forms/DE%202017%20Forms/Environmental/127.1%20Instructions%20for%20the%20RES%20Form.docx Instructions for the RES Form]

*[http://epg.modot.org/forms/DE%202017%20Forms/Environmental/127.1_Consultant_RES_form_instruction.docx Consultant information needed to fill out RES Form]

*[http://epg.modot.mo.gov/forms/DE-Env&Cultural/STRUCT.dot STRUCT]

===Hearings===
*[http://wwwi/intranet/cc/contracts.asp?f=DE&nav=modot Generic Meeting Sign-Up Sheet]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Notice%20of%20Formal%20Public%20Hearing.dot Notice of Formal Public Hearing]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Open-House%20Public%20Hearing.dot Open House Public Hearing]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Public%20Hearing%20Statement%20Form.dot Public Hearing Statement Form]

===Materials===
*[http://epg.modot.mo.gov/forms/DE-Materials/Hazardous%20Waste%20Removal%20Bid%20Information.dot Hazardous Waste Removal Bid Information]

*[http://epg.modot.mo.gov/forms/DE-Materials/Itemized%20Proposal%20-%20Demolition,%20Asbestos,%20UST%20Removal.dot Itemized Proposal - Demolition, Asbestos, UST Removal]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Materials%20Suppliers,%20Source%20and%20Location.dot Materials Suppliers, Source and Location]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Request%20for%20Asphalt%20Cement%20%25%20Grade.dot Request for Asphalt Cement % Grade]

*[http://epg.modot.mo.gov/forms/DE-Materials/Soil%20Info%20Request.dot Soil Info Request]

*[http://epg.modot.mo.gov/forms/DE-Materials/Soil%20Survey%20Request.dot Soil Survey Request]

===Photo===
*[http://epg.modot.mo.gov/forms/DE-Photo/Aerial%20Photography%20Requisition.dot Aerial Photography Requisition]

*[http://epg.modot.mo.gov/forms/DE-Photo/Microfilm-Print%20Billing%20Form.dot Microfilm-Print Billing Form]

*[http://epg.modot.mo.gov/forms/DE-Photo/Prints%20of%20Previous%20Photography%20Requistion.dot Prints of Previous Photography Requistion]

*[http://epg.modot.mo.gov/forms/DE-Photo/Request%20for%20Color%20Copies.dot Request for addition to flight program]

*[http://epg.modot.mo.gov/forms/DE-Photo/Request%20for%20addition%20to%20flight%20program.dot Request for Color Copies]

===Planning===
*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/ARAN%20Report%20Request.dot ARAN Report Request]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Conceptual%20Study%20Traffic%20Count%20Request.dot Conceptual Study Traffic Count Request]

*[http://epg.modot.mo.gov/forms/DE-Planning/Fis%20Formc.dot Fis Formc]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Turning%20Movement%20Traffic%20Count%20Request.dot Turning Movement Traffic Count Request]

===Right of Way===
*[http://epg.modot.org/forms/DE-ROW/Certification%20of%20Right%20of%20Way%20Plans%20for%20Condemnation%20Letter.dot Certification of Right of Way Plans for Condemnation Letter]

*[http://epg.modot.mo.gov/forms/DE-ROW/Forthcoming%20RW%20Plan%20changes.dot Forthcoming RW Plan Changes]

*[http://epg.modot.mo.gov/forms/DE-ROW/Preliminary%20Right%20of%20Way%20Estimate.dot Preliminary Right of Way Estimate]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Approval%20(Amended_Plans)%20Condemnation%20Required.dot Right of Way Approval (Amended Plans) Condemnation Required]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Plans%20Reviewed.dot Right of Way Plans Reviewed]

*[http://epg.modot.mo.gov/forms/DE-ROW/Right%20of%20Way%20Plans%20to%20Dist%20RW%20Agent.dot Right of Way Plans to Dist RW Agent]

*[http://epg.modot.mo.gov/forms/DE-ROW/RW%20Change%20Information%20for%20Microfilming.dot RW Change Information for Microfilming]

*[[media:236.13.15 2014 certification.docx|Certification Document]]

*[http://epg.modot.org/forms/DE%202017%20Forms/RW/RW%20Plans%20Approval%20-%20Letter%20of%20Certification.dot RW Plans Approval - Letter of Certification]

===Scoping===
*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Bridge%20Checklist.dot Bridge Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Construction%20and%20Materials%20Checklist.dot Construction and Materials Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/104.6_Design_Checklist_Apr_26,_2012.doc Design Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Project%20Scoping%20Memorandum.dot Draft Project Scoping Memorandum]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Environmental%20Checklist.dot Environmental Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/FHWA%20Checklist.dot FHWA Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Maintenance%20Checklist.dot Maintenance Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Major%20Project%20Scope%20or%20Estimate%20Change.dot Major Project Scope or Estimate Change]
[[image:101 survey.jpg|right|150px]]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Non-Major%20Project%20Scope%20or%20Estimate%20Change.dot Non-Major Project Scope or Estimate Change]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Planning%20Checklist.dot Planning Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/104.6_Design_Liaison_Checklist.doc Design Liaison Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Project%20Estimate%20Quality%20Assurance%20Report.dot Project Estimate Quality Assurance Report]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/104.6_Project_Scoping_Checklist_Apr_26,_2012.doc Project Scoping Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Project%20Scoping%20Memorandum.dot Project Scoping Memorandum]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Public%20Information%20and%20Outreach%20Checklist.dot Public Information and Outreach Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Railroad%20Checklist.dot Railroad Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Right%20of%20Way%20Checklist.dot Right of Way Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/DELiaison/Traffic%20Checklist.dot Traffic Checklist]

*[http://epg.modot.mo.gov/forms/DE-Scoping/Utilities%20Checklist.dot Utilities Checklist]

===Survey===
*[[media:747 Bridge Survey Location Request.docx|Bridge Survey Location Request]]

*[http://epg.modot.mo.gov/forms/DE-Survey/Center%20Line%20Staking%20-%20Letter%20to%20Property%20Owner.dot Center Line Staking - Letter to Property Owner]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/Center%20Line%20Staking.dot Center Line Staking]

*[http://epg.modot.mo.gov/forms/DE-Survey/Permanent%20RW%20Marker%20Setting%20-%20letter%20to%20property%20owner.dot Permanent RW Marker Setting - letter to property owner]

*[http://epg.modot.mo.gov/forms/DE-Survey/Permanent%20RW%20Marker%20Settings.dot Permanent RW Marker Settings]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/238.2.18.2_Plat_Review_Checklist.pdf Form 238.2.18.2 Plat Review Checklist]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/Preliminary%20Surveying%20-%20letter%20to%20property%20owner%201.dot Preliminary Surveying - letter to property owner 1]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/Preliminary%20Surveying%20-%20letter%20to%20property%20owner.dot Preliminary Surveying - letter to property owner]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/Preliminary%20Surveying.dot Preliminary Surveying]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/238.2.17_Professional_Land_Surveyor_2013.doc Professional Land Surveyor Description Review Form]

*[http://epg.modot.mo.gov/forms/DE-Survey/RW%20Marker%20Setting.dot RW Marker Setting]

*[http://epg.modot.org/forms/DE%202017%20Forms/CADD/Survey%20Request%20Form.dot Survey Request Form]

==External Civil Rights==
*[[media:101 Contractor's Monthly New Employee Report.pdf|Contractor's Monthly New Employee Report]]

*[[media:101 Sample Company Workforce Diversity Job Special Provision Action Plan.docx|Sample Company Workforce/Diversity Job Special Provision Action Plan]]

*[[media:101 Workforce Pilot Program Employee Notification.pdf|Workforce Pilot Program Employee Notification]]

==Financial Services==
*[[media:235 Agreements Checklist.doc|Agreements Checklist]]

==Maintenance==
*[[media:101 Maintenance - Deer Death Report Form and Map.xls|Deer Death Report Form and Map (Excel)]]

*[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Inspections/WorkZone_Inspection-form%202014.pdf Work Zone Inspection Form]

===Chip Seal Forms===
*[http://wwwi/maintenance/Forms/App%20Adjust%20Form.pdf Application Adjustment Factor Form]
*[http://wwwi/maintenance/Forms/Traffic%20Eval%20Factor.pdf Traffic Evaluation Factor (TEF) for Asphalt Application Adjustment]

===Bridge Maintenance===
*[[media:101 Maintenance - blankinspreport.pdf|Blank Inspection Report]]
*[[media:101 Maintenance - bridgemaintenancerepairreport.xls|Bridge Maintenance Repair Report (Excel)]]
*[http://ghepg01/forms/BR/774_Cathodic_System_Evaluation.dotx Cathodic System Evaluation]
*[[media:101 Maintenance - CIF - Written form.dot|CIF (Critical Inspection Finding)]]
*[[media:101 Maintenance - Follow-up Action Required-Written form.doc|FAR (Follow-Up Action Required)]]
*[[media:101 Maintenance - maintmatlusage.xls|Maintenance Material Usage (Excel)]]
*[[media:101 Maintenance - Maintenance Recommendation Report.pdf|Maintenance Recommendation Report]]
*[[media:101 Maintenance - paintdatareportformblank.xls|Paint Data Report (Excel)]]
*[[media:101 Maintenance - Photo Log.xls|Photo Log Sheet (Excel)]]

===Snow & Ice Control===
*[[media:101 Maintenance - Snow and Ice Control Equipment Inventory.xls|Snow and Ice Control Equipment Inventory (Excel)]]
*[[media:101 Maintenance - Chemical Requirements.xls|Chemical Requirements (Excel)]]
*[[media:101 Maintenance - Salt Storage.xls|Salt Storage (Excel)]]

===Rest Areas===
*[[media:101 Maintenance - Rest Area Truck Parking.xls|Rest Area Truck Parking (Excel)]]
*[[media:101 Maintenance - REST AREA inspection_2005.doc|Rest Area Inspection]]

===Commuter Lots===
*[[media:101 Maintenance - Commuter Lot Inspection Form.xls|Commuter Lot Inspection (Excel)]]
*[[media:101 Maintenance - Commuter Lot Survey.pdf|Commuter Lot Survey]]

===Disasters===
*[[media:101 Maintenance - DDIR.xls|Detailed Damage Inspection Report (Excel)]]
*[[media:101 Maintenance - Non Federal Aid Route DDIR.xls|FEMA Detailed Damage Inspection Report (Excel)]]

===Performance Indicators===

===Pavement Management===

==Motor Carrier Services==
*[http://epg.modot.mo.gov/forms/MCS/Accounting%20Payment%20Error%20Notice.dot Accounting Payment Error Notice]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Altered%20Temporary.dot IRP Altered Temporary]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Outstanding%20Temporaries.dot IRP Outstanding Temporaries]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Surrendering%20Plates.dot IRP Surrendering Plates]

*[http://epg.modot.mo.gov/forms/MCS/IRP%20Suspension.dot IRP Suspension]

*[http://epg.modot.mo.gov/forms/MCS/IRP-IFTA%20Reject%20Letters.dot IRP-IFTA Reject Letters]

*[http://epg.modot.mo.gov/forms/MCS/MCS%20MoDOT%20Letterhead.dot MCS MoDOT Letterhead]

==Planning==
*[http://epg.modot.mo.gov/forms/MCS/MCS%20MoDOT%20Letterhead.dot MTFC Letterhead]

==Right of Way==
*[http://epg.modot.mo.gov/forms/RW/RW%20Mortgage%20Analyzer.xlt RW Mortgage Analyzer (Excel)]
===General Information===
===Right of Way Organization and Personnel===
===Administration===

*[http://epg.modot.org/forms/RW/Chapter%203_Administration/RW%20Cost%20Estimate%20Form%203.3.3B.docx Acquisition Complete Cost Estimate Worksheet_(Form 3-3_3B)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Categorical%20Exclusion%20Review_Form%203-1_2.dot Categorical Exclusion Review_(Form 3-1_2)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Request%20for%20Acquisition%20Authority_Form%203-6_10A.dot Request for Acquisition Authority_(Form 3-6_10A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_1A%20.dot Request for Federal Funding_Limited Acquisition Authority_(Form 3-4_1A)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_1B.dot Request for Limited Acquisition Authority_(Form 3-4_1B)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Form%203-4_2A.dot Request for Federal Funding_(Form 3-4_2A)]

*[http://epg.modot.org/forms/RW/Chapter%203_Administration/RW%20Cost%20Estimate%20Worksheet%20Form%203.3.3A.docx Right of Way Cost Estimate Worksheet_(Form 3-3_3A)]

*[http://ghepg01/forms/RW/Chapter%203_Administration/Right%20of%20Way%20Cost%20Estimate_Form%203-3_3C.dotx Right of Way Cost Estimate_(Form 3-3_3C)]

*[http://ghepg01/forms/RW/Chapter%203_Administration/Form%203-4_1C.dot Safe and Sound Acquisition Authority Date (Form 3-4.1C)]

*[http://epg.modot.mo.gov/forms/RW/Chapter%203_Administration/Supplemental%20Page_Form%203-3_3A.dot Supplemental Page_(Form 3-3_3A)]

===Description Writing and Titles===

*[http://epg.modot.org/forms/RW/Chapter%204_Description%20Writing%20&%20Titles/Affidavit%20of%20Scriveners%20Error%20Form%204_6_4a.docx Affidavit of Scrivener's Error (Form 4-6.4a)]

===Property Management===

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/ Internet Posting Request]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Property%20Inventory%20Record.dot Property Inventory Record]

*[http://epg.modot.mo.gov/forms/RW/Chapter%205_Property%20Management/Property%20Inventory%20Record%20Instructions.dot Property Inventory Record Instructions]

*[http://ghepg01/forms/RW/Chapter%205_Property%20Management/Real%20Estate%20Risk%20Assessment%20Form.pdf Real Estate Risk Assessment Form]

*[http://eprojects/Templates/Forms/AllItems.aspx?RootFolder=%2FTemplates%2FRW%2FChapter%205%5FProperty%20Management&FolderCTID=0x01200083357C119C6A2C4A96DD2E4D58CF9124&View=%7B2B438AC9%2D9C62%2D4180%2D8D58%2D25D5A5C021BB%7D Realty Asset Sale Legal Opinion Memo]

*[http://epg.modot.org/forms/RW/Chapter%205_Property%20Management/Request%20for%20Excess%20Parcel%20Survey%20Form%20236.5.19a.docx Request for Excess Parcel Survey (Form 236.5.19a)]

===Appraisal and Appraisal Review===
===Negotiation===
===Relocation Assistance Program===

*[http://epg.modot.org/forms/RW/Chapter%208_Relocation/Advance%20Increased%20Interest%20Payment%20Agreement%20Form%20236.8.11.4.D.2.docx Advance Increased Interest Payment Agreement (Form 236.8.11.4(d)(2))]

*[http://epg.modot.org/forms/RW/Chapter%208_Relocation/Advance%20Replacement%20Housing%20and%20Increased%20Interest%20Pmt%20Agreement%20Form%20236.8.11.4.D.1.docx Advance Replacement Housing and Increased Interest Payment Agreement (Form 236.8.11.4(d)(1))]

*[http://epg.modot.org/forms/RW/Chapter%208_Relocation/Condemnation%20Agreement%20Residential%20Property%20Form%20236.8.9.3.E.1.docx Condemnation Agreement Residential Property (Form 236.8.9.3(e)(1))]

*[http://epg.modot.org/forms/RW/Chapter%208_Relocation/Relocation%20Report%20Form%20236.8.6.4.docx Relocation Report (Form 236.8.6.4)]

*[http://epg.modot.org/forms/RW/Chapter%208_Relocation/Relocatee%20Needs%20Questionnaire%20Form%20236.8.5.2.docx Relocatee Needs Questionnaire]

===Asbestos Abatement-Removal of Building Improvement===
===Right Of Way Condemnation===
===Mediation===
===Quality Assurance Reviews===
===Designing Right of Way Plans===
===Change in Route Status Report===
===Requests from Cities for Annexations===
===[[236.16 Outdoor Advertising#Failure to provide|Outdoor Advertising]]===

===Junkyards===

* [http://modot.org/business/Outdoor_Advertising/documents/ApplicationForLicenseToMaintainAJunkyardformfill.docx Application for License to Maintain a Junkyard]

===Local Public Agency Land Acquisition===

[[image:101 bottom.jpg|center|1025px]]

File:D-12 Aug 22 2018.pdf

2018-08-23T16:17:51Z

Oligst1: Per Bidding and Contract added check box for PS&E has been reviewed

Per Bidding and Contract added check box for PS&E has been reviewed

Category:612 Impact Attenuators

2018-08-23T14:11:44Z

Oligst1: Per TS, minor spacing correction

[[image:612 Impact Attenuators 2013.jpg|right|325px|thumb|<center>'''Protective vehicle with a truck-Mounted Attenuator and Flashing Arrow Panel'''</center>]]
{|style="padding: 0.3em; margin-right:10px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="170px" align="left"
|-
|[[image:safety begins with me.jpg|165px|center]]
|-
|'''[http://wwwi/intranet/SafetyVideos.htm Safety Videos]'''
|-
|[http://wwwi/intranet/TMA2014.wmv 2014 TMA Safety Points]
|}

The traffic control guidance of the EPG serves as MoDOT’s Manual on Uniform Traffic Control Devices (MUTCD) and should be used as the primary document when applying traffic control guidance to MoDOT’s roadways. Per federal regulations, MoDOT’s traffic control policies are required to be in substantial conformance with the MUTCD. There are occasions in the MUTCD where more than one traffic control device can be applied, but the EPG guidance typically selects the most applicable option for use on MoDOT roadways. The EPG also omits content from the MUTCD which doesn’t apply to Missouri.

Like the MUTCD, the traffic control guidance of the EPG is permissive guidance, meaning this guidance outlines what is permissible in regard to applying traffic control devices to MoDOT roadways. When specific traffic control guidance is not found in the EPG, contact the Highway Safety and Traffic Division office for assistance. The Division office can obtain assistance from FHWA, research facilities and other states for possible solutions that are MUTCD compliant. If these solutions have the possibility of being applicable to more than one site, consideration will be made to include the solution into the standard guidance found in the EPG as a standard.

This article provides information for the use of protective vehicles and three primary types of impact attenuators: truck-mounted attenuators, trailer-mounted attenuators and freestanding impact attenuators (sand barrels). Impact attenuators are designed to absorb energy of an impacting vehicle and reduce the force on a passenger to an acceptable level.

==612.1 Protective Vehicles/TMAs (MUTCD "Shadow Vehicle")==

Protective vehicles/TMAs are used to safeguard the workspace from errant vehicles. In some operations, these devices also serve as platforms for signs and other devices used to warn traffic of upcoming conditions or inform them of needed actions. For increased motorist, driver and worker safety, the protective vehicle may be equipped with a truck-mounted attenuator.

Proper positioning of the protective vehicle/TMA vehicle within the work zone is critical to its effectiveness. It is the operator’s responsibility to make sure that the protective vehicle/TMA is in the proper position to protect the crew, to provide ample roll-ahead distance, and to provide adequate warning to your co-workers and traveling public.

{| border="1" class="wikitable" style="margin-left:10px" align="right"
|+ '''''[[media:612.xlsx|Pros and Cons of Truck- and Trailer-Mounted TMAs]]'''''
|-
! style="background:#BEBEBE" colspan="2"|Truck-Mounted TMA Host Vehicle 16,000 lbs GVWR !! style="background:#BEBEBE" width="5"| !! style="background:#BEBEBE" colspan="2"|Trailer-Mounted TMA Host Vehicle 10,000 lbs GVWR
|-
! style="background:#BEBEBE"|Pros !! style="background:#BEBEBE"|Cons !! style="background:#BEBEBE" width=5| !! style="background:#BEBEBE"|Pros !! style="background:#BEBEBE"|Cons
|-
|align="center" colspan="2"|Cost and Maintenance|| style="background:#BEBEBE" width="5"| ||colspan="2" align="center" |Cost and Maintenance
|-
|width=100|After an impact the TMA is easily secured to the host truck, for transport to shop ''(Ex: no need for a tow truck)''||width=100| After impact, damage to host truck is common and extended down time of truck is possible. This may be an issue if the vehicle fleet in an area is low. ||style="background:#BEBEBE" width="5"| ||width="100"|For the "boat" trailer style, the TMA normally has less parts, maintenance cost, and assembly cost. ||width=100| Tire issues can cause down time
|-
|No tire maintenance or down time due to tire issues || Maintenance can be costly and timely ||style="background:#BEBEBE" width="5"| || align="center"| - || align="center"| -
|-
| align="center"| - || TMA must be removed prior to Arrow Board maintenance or repairs ||style="background:#BEBEBE" width="5"| || align="center"| - || align="center"| -
|-
|align="center" colspan="2"|Operations || style="background:#BEBEBE" width="5"| ||colspan="2" align="center" |Operations
|-
|width=100|Follows directly behind truck ''(Ex: Will not track paint from striping operations)''|| Difficult to remove and install. ''(Ex: Truck can not be quickly used for other applications)'' || style="background:#BEBEBE" width="5"| || Trailer TMA are usually easier to install and remove from the truck hitches.||The driver may have difficulties backing, a spotter is recommended. ''(Ex: Backing up to pick up channelizers within a work zone and keeping the trailer out of the travel lane)''
|-
|Easy Backing when spotter not available ''(Ex: During work zone removal)''|| Difficult to access plugs, wires and lighting connections during installation and removal || style="background:#BEBEBE" width="5"| ||After an impact, the trailer is removed from host vehicle and the truck is usually still serviceable. ||After an impact, the trailer needs towing by flat bed back to shop for repairs based on manufacturer recommendations
|-
|Easy Maneuvering||Truck may not have hitch. This may limit the number of applications of the truck. || style="background:#BEBEBE" width="5"| || align="center"| - ||During operations such as striping, tires can track paint
|-
| align="center"| - || When in the down position, the TMA will swing in to adjacent lane || style="background:#BEBEBE" width="5"| || align="center"| - || Finding a location to turn around can be difficult ''(Ex: Rural areas with narrow lanes, small entrances, etc.)''
|-
|-
|align="center" colspan="2"|Other Considerations || style="background:#BEBEBE" width="5"| ||colspan="2" align="center" |Other Considerations
|-
|width=100 align="center"| - ||Overhead hazards become an issue when the TMA is in the Up position, which reaches 13'6". || style="background:#BEBEBE" width="5"| ||When the TMA is not deployed as a protective truck, the tailgate can be left attached for cargo/material hauling. ||Depending on the TMA, the unit may rotate into an adjacent lane upon a side impact.
|-
| align="center"| - ||Due to added weight of the TMA on rear of the truck, the ride is rough and is tough on truck suspension. || style="background:#BEBEBE" width="5"| ||The TMA can be used with different host vehicles and is not dedicated to one vehicle. || Some trailer TMAs look similar to "boat" trailers, which give a perception the TMA units are not safe.
|-
| align="center"| - || Due to the over swing and lowering of the TMA, the area behind the truck should be clear of personnel and vehicles. || style="background:#BEBEBE" width="5"| || align="center"| - || align="center"| -
|}

===612.1.1 Truck- and Trailer-Mounted Attenuators===

Truck/Trailor-mounted attenuators (TMAs) are energy-absorbing devices attached to the rear of the trucks and used as protective vehicles, thus protecting the motorist and the protective vehicle's driver upon impact.
[[image:612.1 Trailer-type TMAs.jpg|left|275px|thumb|<center>'''Trailer-Mounted Attenuator'''</center>]]

The National Cooperative Highway Research Project 350 (NCHRP 350) and AASHTO Manual for Assessing Safety Hardware (MASH) set the crash criteria for TMAs. TMAs purchased by MoDOT meet these requirements.

Damaged TMAs are to be removed from service and either repaired or replaced.

NCHRP 350 and MASH crash-tests straight-on and offset collisions, not side impacts. TMAs are not designed for side impacts.

Articles on MoDOT's [[612.4 Maintenance Planning Guidelines for Impact Attenuators|Maintenance Planning Guidelines for Impact Attenuators]] are available upon request.

===612.1.2 MoDOT Protective Vehicle/TMA Marking and Lighting===
'''Lighting.''' All lighting should be appropriately set, depending on the day or nighttime conditions.

The Light Bar and Emergency Alert lights on the Rear Advanced Warning Truck should be used for striping and sweeping operations and are optional on other mobile operations in accordance with typical applications. If used, the rear facing amber/white light bar is installed on top of the vehicle and the Emergency Alert lights are installed below the flashing arrow panel.

If an approaching vehicle is observed driving in the occupied moving work zone lane, the TMA driver should activate the Emergency Alert lights by pushing the switch for a short duration. It is not recommended to leave the lights on very long because continuous or long term use may reduce the effectiveness of the Emergency Alert lights.

'''Rear Face of TMA.''' The rear face of the attenuator device, when in the horizontal or operating position (protective mode), shall be marked with red and white retroreflective sheeting. The marking shall form a checkerboard pattern consisting of 12” by 12” red squares and 12” by 12” white squares spaced symmetrically starting from the top center.

'''Vehicle Size.''' On MoDOT’s maintenance operations where the normal posted speed limit is 60 mph or greater, the protective vehicle shall be a Heavy-Duty Single Axle Truck style or heavier, and meet the truck-mounted and trailer-mounted attenuator manufacturer’s recommendations.

'''Incident Response.''' For incident response operations, a vehicle with a truck/trailer-mounted attenuator is not required. If used, the host vehicle shall meet the truck/trailer-mounted attenuator manufacturer’s recommendations.

===612.1.3 Protective Vehicle/TMA Operations===
The term "protective vehicle" represents the use of the protective vehicle within operations. The term TMA represents a truck or trailer-mounted attenuator.

The flashing arrow panel and warning lights shall not be active when the Protective Vehicle/TMA istraveling from the home domicile to the staging area/desired lane/work location. Once the Protective Vehicle/TMA has reached the staging area/desired lane/work location, the appropriate operating mode shall be displayed and turned on. If the Protective Vehicle/TMA leaves the staging area/desired lane/work location and travels to another staging area/desired lane/work location, the flashing arrow panel and warning lights shall not be active.

====612.1.3.1 TMA Typical Operations====

=====612.1.3.1.1 Stationary Operation=====
During Stationary Operations, all protective vehicle/TMA vehicles shall be parked with the transmission in neutral and the parking brake engaged. The vehicle shall maintain a minimum of 150 feet of roll ahead distance to the next vehicle or work activity, be parallel to traffic, and have its wheels aligned with the striping and lane to maintain lane discipline and try to stay within the lane if struck. The operator shall not wait inside or near the protective vehicle/TMA vehicle. The employee should proceed to the Work Space to assist other employees and wait for instructions.

For additional guidance for protective vehicle/TMA use within work zones, refer to the typical applications in [[616.8 Typical Applications (MUTCD 6H)|EPG 616.8 Typical Applications]].

=====612.1.3.1.2 Short Duration/Mobile Operations=====
During short duration/mobile operations, protective vehicle/TMA operators are allowed to take preventive action when they perceive possible interaction with an errant vehicle. Preventive action includes moving the protective vehicle/TMA forward to lessen impact. If the operator takes preventive action, they should be observant of all crew workers and equipment to maintain a minimum of 150 feet roll-ahead distance and stay in the closed lane. In instances where you do not have the recommended 150 ft. of roll-ahead distance, DO NOT roll forward to lessen the impact and, if possible, engage the parking brake.

During short duration/mobile operations, if any employees exit their vehicles in the work activity, the protective vehicle/TMA#1 operator closest to work activity shall engage the parking brake when exiting their vehicle. The vehicle should maintain a minimum of 150 feet roll ahead distance to the work activity, be parallel to traffic, and have its wheels aligned to stay within the lane if struck. If the operator of the protective vehicle/TMA closest to the work activity feels he/she is about to be struck by an oncoming vehicle, the operator may take preventive action if the roll-ahead distance is greater than 150 feet.

For protective vehicle/TMA#2 during short duration/mobile operations, if the operator feels he/she is about to be struck by an oncoming vehicle, the operators may take preventive action to lessen the impact. However, the operator shall maintain a minimum of 150 feet of roll ahead distance to the next protective vehicle/TMA, be parallel to traffic, and have its wheels aligned to stay within the lane if struck.

For additional guidance for protective vehicle/TMA use within work zones, refer to the typical applications in [[616.8 Typical Applications (MUTCD 6H)|EPG 616.8 Typical Applications]].

===612.1.4 MoDOT Equipment/Materials Stored in Bed of Protective Vehicle Guidelines===

Loads or cargo, such as sign posts or tools, may be moved to and from work areas in the bed of the protective vehicle/TMA, but must be removed when protective vehicle/TMA is deployed for protection or has the possibility of deployment prior to getting to the work area. Truck beds may be secured to the truck frame to maximize stability during impact. Steel plates and/or containers, secured by approved methods, may be used for ballast or weight to keep the dump bed against the host vehicle frame and may remain in the vehicle while the protective vehicle/TMA is deployed. Loads or cargo are not allowed to be carried on trailer type TMAs.

[[image:612.1.4.jpg|center|725px|thumb|<center>'''This bead container is securely fastened to the protective vehicle. The container is bolted through the bed of the truck. The container door is securely latched down.'''</center>]]

===612.1.5 MoDOT Protective Vehicle/TMA Operator’s Training===

Training is conducted in two stages:

:Stage 1 – Classroom General Knowledge Training
:Stage 2 – OJT (On the Job) Training and Skills Assessment.

==612.2 Sand-Filled Impact Attenuators (Sand Barrels)==

[[image:612.2 Sand Barrels.jpg|left|225px|thumb|<center>'''Sand Barrels'''</center>]]

This system consists of a group of freestanding plastic barrels configured in increasing weights from the impact point toward the object. Such an array transfers the vehicle’s momentum to the increasing masses of sand in the barrels and provides a gradual deceleration. Each barrel is designed with a specific weight of sand to absorb the energy of an errant vehicle. The sand barrel array's "footprint" length and width and the number of barrels will change based upon the vehicle speed. For the correct setup and array of sand barrel impact attenuators, refer to the manufacturer’s recommendations. For more information about manufacturer’s recommendations, see [http://www.modot.org/business/standards_and_specs/endterminals.htm End Terminals, Crash Cushions and Barrier Systems]. When specified quantities are calculated and shown on the plans, no direct payment is made for the Type 1 object marker on the lead module. An estimate for replacement barrels needs to be included as a separate pay item, typically calculated as one for every ten barrels.

[[image:612.2 array.jpg|center|<center>'''Typical Array for Sand-Filled Impact Attenuators
May Change Based on Manufacturer’s Recommendations'''</center>]]

Sand barrels are most often used to shield fixed objects that cannot be removed or relocated. Sand barrels are recommended for temporary usage such as in work zones. A benefit/cost analysis is to be conducted before sand barrels are used in a permanent application.

An approved sand-filled impact attenuator may be installed on the exposed end of the barrier where the posted speed prior to construction on an existing facility or the anticipated posted speed of a temporary facility is greater than 35 mph. A crash cushion will be required on the upstream end for divided facilities, and on both ends for all two-way facilities. Crash cushions are discussed in [[617.1 Temporary Traffic Barriers#617.1.3.3 Crash Cushion|EPG 617.1.3.3 Crash Cushion]]. Applicable pay items are included in the plans.

Crashworthy end terminals (Types A through E) should be used when sufficient width is not available for sand barrels. More information on proprietary crash cushions is available at EPG 617.1.3.3 Crash Cushion.

==612.3 Construction Inspection Guidelines==

'''Material (for Sec 612.2)''' Certifications are to be collected on both the sand and retroreflective sheeting used in or on the sand-filled impact attenuators.

'''Safety Requirements (for Sec 612.3)''' The inspector is to request a copy of the manufacturer’s certification that states the units comply with the crash test requirements of NCHRP 350 or MASH, Test Level 3, and have FHWA acceptance. This information is to be kept in the project files.

'''Truck-Mounted Attenuator (for Sec 612.4.1)''' TMAs are to be inspected to make sure they are structurally sound, the frames are not bent and that they appear to be in good working order. In some cases, the contractor may elect to add TMAs when TMAs are not required. Elective TMAs need to be NCHRP 350 or MASH, Test Level 3, compliant so the certification still needs to be collected. Typically, TMAs are only required and paid for under conditions where the contractor is operating without a lane drop set up (cones, channelizers, etc.). TMAs that the contractor voluntarily adds to an operation are typically not paid for.

'''Sand-Filled Impact Attenuator (for Sec 612.4.2) ''' The inspector is to request a copy of the manufacturer’s installation instructions for whatever particular brand of sand-filled impact attenuator the contractor is using. When inspecting the sand-filled impact attenuator arrays, make sure that the array is set up as shown in the traffic control plans and filled in accordance with the manufacturer’s recommendations. All lids are to be on and secured. MoDOT requires rock salt intermixed with the sand so that any water that gets into the barrels will not freeze and create a safety hazard. When checking the contents of the barrels, rock salt should be visible in the sand mix. During periods of extended cold weather, the sand should be checked periodically to make sure it hasn’t frozen because the salt content has been exhausted. If this condition is found, the contractor will need to add more salt or replace the sand/salt mixture.