Where to Find PDM Information in the EPG: Difference between revisions
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|[[:Category:237 Contract Plans|'''Return to Contract Plans''']] | |[[:Category:237 Contract Plans|<center>'''Return to<br/>EPG 237 Contract Plans'''</center>]] | ||
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|[[:Category:231 Typical Section Elements for Roadways|231 Typical Section Elements for Roadways]]||colspan="2"|4-07 Urban Projects | |[[:Category:231 Typical Section Elements for Roadways|231 Typical Section Elements for Roadways]]||colspan="2"|4-07 Urban Projects | ||
|- | |- | ||
|[[ | |No direct correlation; may consult [[905.2 Traffic Studies|905.2 Traffic Studies]] and [[905.3 Transportation Impact Analysis|905.3 Transportation Impact Analysis]] || ||4-07.1 Urban Improvements | ||
|- | |- | ||
|[[:Category:641 Bicycle Facilities|641 Bicycle Facilities]] and [[:Category:642 Pedestrian Facilities|642 Pedestrian Facilities]]|| ||4-07.3 (1) (e) Bicycle/Pedestrian Facilities | |[[:Category:641 Bicycle Facilities|641 Bicycle Facilities]] and [[:Category:642 Pedestrian Facilities|642 Pedestrian Facilities]]|| ||4-07.3 (1) (e) Bicycle/Pedestrian Facilities | ||
| Line 228: | Line 228: | ||
|[[:category:402 Bituminous Surface Leveling|402 Bituminous Surface Leveling]]|| ||4-09.27 Contract Leveling Course Projects | |[[:category:402 Bituminous Surface Leveling|402 Bituminous Surface Leveling]]|| ||4-09.27 Contract Leveling Course Projects | ||
|- | |- | ||
|[ | |[https://epg.modot.org/files/5/5f/237.1 Sample Final Plans.pdf Sample Plans]||colspan="2"|4-10 Sample Plans | ||
|} | |} | ||
| Line 266: | Line 266: | ||
|[[:category:350 Design for Bases and Aggregate Surfaces|350 Design for Bases and Aggregate Surfaces]]|| ||6-03.8 Base considerations | |[[:category:350 Design for Bases and Aggregate Surfaces|350 Design for Bases and Aggregate Surfaces]]|| ||6-03.8 Base considerations | ||
|- | |- | ||
|width="375"|[ | |width="375"|[https://epg.modot.org/files/f/f5/231_Diamond-Directional_Ramp_%28Any_ADT%29_%28D-50%29.pdf D50 Directional/Directional Ramps], [https://epg.modot.org/files/6/65/231_Loop_Ramp_%28D-51%29.pdf D51 Loop Ramps] and [https://epg.modot.org/files/a/a1/231_Multi-Lane_Ramp_%28D-53%29.pdf D53 Multi-lane ramps] in article [[:Category:231 Typical Section Elements for Roadways|231 Typical Section Elements for Roadways]]|| ||6-03.9 Ramps and High Speed Directional Ramp Design | ||
|- | |- | ||
|[[Other Aspects of Pavement Design#Thickness Determination|Thickness Determination]] and [[233.2 At-Grade Intersections with Stop and Yield Control#233.2.2 Median Openings|233.2.2 Median Openings]]|| ||6-03.10 Median Openings and Auxiliary Lanes | |[[Other Aspects of Pavement Design#Thickness Determination|Thickness Determination]] and [[233.2 At-Grade Intersections with Stop and Yield Control#233.2.2 Median Openings|233.2.2 Median Openings]]|| ||6-03.10 Median Openings and Auxiliary Lanes | ||
| Line 314: | Line 314: | ||
|[[901.15 Glossary|901.15 Glossary]]||width="15"| ||8-01.1 Definitions | |[[901.15 Glossary|901.15 Glossary]]||width="15"| ||8-01.1 Definitions | ||
|- | |- | ||
|[[901.1 Lighting to be Provided, Operated and Maintained at State Expense|901.1 Lighting to be Provided, Operated and Maintained at State Expense]]|| ||8-01.2 (1) Lighting to be Provided, Operated and Maintained at State Expense | |[[901.1 Lighting to be Provided, Operated, and Maintained at State Expense|901.1 Lighting to be Provided, Operated and Maintained at State Expense]]|| ||8-01.2 (1) Lighting to be Provided, Operated and Maintained at State Expense | ||
|- | |- | ||
|[[901.2 Lighting to be Provided, Operated and Maintained at the Expense of the Local Political Subdivision|901.2 Lighting to be Provided, Operated and Maintained at the Expense of the Local Political Subdivision]]|| ||8-01.2 (2) Lighting to be Provided, Operated and Maintained at the Expense of the Local Political Subdivision | |[[901.2 Lighting to be Provided, Operated, and Maintained at the Expense of the Local Political Subdivision|901.2 Lighting to be Provided, Operated and Maintained at the Expense of the Local Political Subdivision]]|| ||8-01.2 (2) Lighting to be Provided, Operated and Maintained at the Expense of the Local Political Subdivision | ||
|- | |- | ||
|[[901.3 Lighting to be Adjusted at State Expense and Operated and Maintained at the Expense of the Local Political Subdivision|901.3 Lighting to be Adjusted at State Expense and Operated and Maintained at the Expense of the Local Political Subdivision]]|| ||8-01.2 (3) Lighting to be Adjusted at State Expense and Operated and Maintained at the Expense of the Local Political Subdivision | |[[901.3 Lighting to be Adjusted at State Expense and Operated and Maintained at the Expense of the Local Political Subdivision|901.3 Lighting to be Adjusted at State Expense and Operated and Maintained at the Expense of the Local Political Subdivision]]|| ||8-01.2 (3) Lighting to be Adjusted at State Expense and Operated and Maintained at the Expense of the Local Political Subdivision | ||
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|[[902.3 Traffic Control Signal Needs Studies (MUTCD Chapter 4C)|902.3 Traffic Control Signal Needs Studies]]|| ||8-02.2 Obtaining Traffic Counts and 8-02.3 Warrants | |[[902.3 Traffic Control Signal Needs Studies (MUTCD Chapter 4C)|902.3 Traffic Control Signal Needs Studies]]|| ||8-02.2 Obtaining Traffic Counts and 8-02.3 Warrants | ||
|- | |- | ||
|[ | |[https://epg.modot.org/index.php?title=902.5_Traffic_Control_Signal_Features_%28MUTCD_Chapter_4D%29#902.5.2_Traffic_Signal_Operation 902.5.2 Traffic Signal Operation]|| ||8-02.4 Traffic Signals in Urban Areas, (1) – (3) | ||
|- | |- | ||
|[ | |[https://epg.modot.org/index.php?title=902.5_Traffic_Control_Signal_Features_%28MUTCD_Chapter_4D%29#902.5.8.1_Agreements 902.5.8.1 Agreements]|| ||8-02.4 (5) through (7) Bus Stops through Agreements | ||
|- | |- | ||
|[[902.4 Signal Installations and Equipment|902.4 Signal Installations and Equipment]]|| ||8-02.5 Design of Signal Installations, (1) Standardization | |[[902.4 Signal Installations and Equipment|902.4 Signal Installations and Equipment]]|| ||8-02.5 Design of Signal Installations, (1) Standardization | ||
|- | |- | ||
|[ | |[https://epg.modot.org/index.php?title=902.5_Traffic_Control_Signal_Features_%28MUTCD_Chapter_4D%29#902.5.47_Use_of_Pavement_Markings_at_Signalized_Locations_.28MUTCD_Section_4D.35.29 902.5.47 Use of Pavement Markings at Signalized Locations]|| ||8-02.5 (2) Pavement Markings | ||
|- | |- | ||
|[[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)|902.5 Traffic Control Signal Features]]|| ||8-02.6 Signal Phasing | |[[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)|902.5 Traffic Control Signal Features]]|| ||8-02.6 Signal Phasing | ||
| Line 354: | Line 354: | ||
|[[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)|902.5 Traffic Control Signal Features]]|| || 8-02.7 Method of Signal Control | |[[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)|902.5 Traffic Control Signal Features]]|| || 8-02.7 Method of Signal Control | ||
|- | |- | ||
|[ | |[https://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.1_Preparation_of_Plans 902.15.1 Preparation of Plans]|| ||8-02.8 Auxiliary Equipment for Controllers | ||
|- | |- | ||
|[[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)|902.5 Traffic Control Signal Features]]|| ||8-02.9 Meaning and Application of Signal Indications | |[[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)|902.5 Traffic Control Signal Features]]|| ||8-02.9 Meaning and Application of Signal Indications | ||
|- | |- | ||
|[ | |[https://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.2_Location_of_Signals_and_Appurtenances 902.15.2 Location of Signals and Appurtenances]|| ||8-02.10 Location of Signals and Appurtenances | ||
|- | |- | ||
|[ | |[https://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.3_Detectors 902.15.3 Detectors] || ||8-02.11 Detectors | ||
|- | |- | ||
|[ | |[https://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.4_Pull_Boxes 902.15.4 Pull Boxes] || ||8-02.12 Pull Boxes | ||
|- | |- | ||
|[ | |[https://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.5_Conduit_System 902.15.5 Conduit System]|| ||8-02.13 Conduit System | ||
|- | |- | ||
|[ | |[https://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.6_Control_and_Power_Ccable 902.15.6 Control and Power Cable]|| ||8-02.14 Control and Power Cable | ||
|- | |- | ||
|[ | |[https://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.6.4_Circuit_Breaker_Trip_Rating 902.15.6.4 Circuit Breaker Trip Rating]|| ||8-02.15 Circuit Breaker Trip Rating | ||
|- | |- | ||
|[ | |[https://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.6.5_Cable_Size_from_Power_Supply_to_Controller 902.15.6.5 Cable Size from Power Supply to Controller]|| ||8-02.16 Cable Size from Power Supply to Controller | ||
|- | |- | ||
|[ | |[https://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.1_Preparation_of_Plans 902.15.1 Preparation of Plans]|| ||8-02.17 Preparation of Plans | ||
|- | |- | ||
|[[:category:903 Highway Signing|903 Highway Signing]]||colspan="2"|8-03 Highway Signing and 8-03.1 General | |[[:category:903 Highway Signing|903 Highway Signing]]||colspan="2"|8-03 Highway Signing and 8-03.1 General | ||
| Line 384: | Line 384: | ||
|[[903.8 Freeway and Expressway Guide Signs#903.8.3 General Design (MUTCD Section 2E.04)|903.8.3 General Design]]|| ||8-03.6 Guide Sign Design | |[[903.8 Freeway and Expressway Guide Signs#903.8.3 General Design (MUTCD Section 2E.04)|903.8.3 General Design]]|| ||8-03.6 Guide Sign Design | ||
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|[[903. | |[[903.17 Delineation and Object Markers|903.17 Delineation and Object Markers]]|| ||8-03.7 Miscellaneous Signing Items | ||
|- | |- | ||
|[[903.9 General Information Signs#903.9.4 Emergency Reference Markers (D10-5)|903.9.4 Emergency Reference Markers (D10-5)]]|| ||8-03.7 (1) Mileposts | |[[903.9 General Information Signs#903.9.4 Emergency Reference Markers (D10-5 and D10-5a) (MUTCD Section 2H.06))|903.9.4 Emergency Reference Markers (D10-5 and D10-5a)]]|| ||8-03.7 (1) Mileposts | ||
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|[[903. | |[[903.17 Delineation and Object Markers|903.17 Delineation and Object Markers]]|| ||8-03.7 (2) Delineators and (3) Object Markers | ||
|- | |- | ||
|[[903.2 Extent of Signing#903.2. | |[[903.2 Extent of Signing#903.2.25.3 Signing Plans|903.2.25.3 Signing Plans]]|| ||8-03.8 Signing Plans | ||
|- | |- | ||
|[[903.2 Extent of Signing#903.2. | |[[903.2 Extent of Signing#903.2.25.4 Quantity Computations|903.2.25.4 Quantity Computations]]|| ||8-03.9 Computations of Quantities | ||
|- | |- | ||
|[[:category:616 Temporary Traffic Control|616 Temporary Traffic Control]]||colspan="2"|8-04 Temporary Traffic Control Plans | |[[:category:616 Temporary Traffic Control|616 Temporary Traffic Control]]||colspan="2"|8-04 Temporary Traffic Control Plans | ||
|- | |- | ||
|[[616 | |No direct correlation; refer to [[:Category:616 Temporary Traffic Control|EPG 616 Temporary Traffic Control]] || ||8-04.1 General | ||
|- | |- | ||
|[[616 | |No direct correlation; refer to [[:Category:616 Temporary Traffic Control|EPG 616 Temporary Traffic Control]] || ||8-04.2 Work Zone Signing and 8-04.3 Guidelines for Work Zone Signing Applications | ||
|- | |- | ||
|[ | |[https://epg.modot.mo.gov/index.php?title=616.6_Temporary_Traffic_Control_Zone_Devices_%28MUTCD_6F%29#616.6.60_Portable_Changeable_Message_Signs_.28MUTCD_6F.60.29 616.6.60 Changeable Message Signs (CMS)]|| ||8-04.4 Changeable Message Signs (CMS) | ||
|- | |- | ||
|[[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)|616.6.68 Type 1 or 3 Barricades (MUTCD 6F.68)]]|| ||8-04.5 Type III Movable Barricades | |[[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)|616.6.68 Type 1 or 3 Barricades (MUTCD 6F.68)]]|| ||8-04.5 Type III Movable Barricades | ||
|- | |- | ||
|[[616. | |[[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)#616.6.63 Channelizing Devices (MUTCD 6F.63)|616.6.63 Channelizing Devices]]|| ||8-04.6 Channelizing Devices | ||
|- | |- | ||
|[[617.1 Temporary Traffic Barriers|617.1 Temporary Traffic Barriers]]|| ||8-04.7 Temporary Concrete Traffic Barrier Temporary | |[[617.1 Temporary Traffic Barriers|617.1 Temporary Traffic Barriers]]|| ||8-04.7 Temporary Concrete Traffic Barrier Temporary | ||
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|[[:category:620 Pavement Marking|620 Pavement Marking]]|| ||8-04.8 Pavement Marking | |[[:category:620 Pavement Marking|620 Pavement Marking]]|| ||8-04.8 Pavement Marking | ||
|- | |- | ||
|[[616 | |No direct correlation; refer to [[:Category:616 Temporary Traffic Control|EPG 616 Temporary Traffic Control]] || ||8-04.9 Lighting Devices and 8-04.10 Work Zone Lighting | ||
|- | |- | ||
|[[616 | |No direct correlation; refer to [[:Category:616 Temporary Traffic Control|EPG 616 Temporary Traffic Control]] || ||8-04.11 Flashing Arrow Panels | ||
|- | |- | ||
|[[616 | |No direct correlation; refer to [[:Category:616 Temporary Traffic Control|EPG 616 Temporary Traffic Control]] || ||8-04.12 Bypasses, Crossovers and Temporary Connections through 8-04.16 Temporary Signals and Intersections | ||
|- | |- | ||
|[[616.17 Pavement Edge Treatment|616.17 Pavement Edge Treatment]]|| ||8-04.17 Pavement Edge Treatment | |[[616.17 Pavement Edge Treatment|616.17 Pavement Edge Treatment]]|| ||8-04.17 Pavement Edge Treatment | ||
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|[[616.16 Law Enforcement Services|616.16 Law Enforcement Services]]|| ||8-04.18 Law Enforcement Services | |[[616.16 Law Enforcement Services|616.16 Law Enforcement Services]]|| ||8-04.18 Law Enforcement Services | ||
|- | |- | ||
|[[616 | |No direct correlation; refer to [[:Category:616 Temporary Traffic Control|EPG 616 Temporary Traffic Control]] || ||8-04.19 Temporary Median Crossovers for Construction Equipment | ||
|- | |- | ||
|[[616.24 Traffic Control for Non-Motorized Traffic|616.24 Traffic Control for Non-Motorized Traffic]]|| ||8-04.20 Traffic Control for Non-Motorized Traffic | |[[616.24 Traffic Control for Non-Motorized Traffic|616.24 Traffic Control for Non-Motorized Traffic]]|| ||8-04.20 Traffic Control for Non-Motorized Traffic | ||
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|[[616.15 Transit Considerations|616.15 Transit Considerations]]|| ||8-04.21 Transit Considerations | |[[616.15 Transit Considerations|616.15 Transit Considerations]]|| ||8-04.21 Transit Considerations | ||
|- | |- | ||
|[[616 | |No direct correlation; refer to [[:Category:616 Temporary Traffic Control|EPG 616 Temporary Traffic Control]] || ||8-04.22 Special Provisions | ||
|- | |- | ||
|[[616. | |[[616.8 Typical Applications (MUTCD 6H)|616.8 Typical Applications]] || ||8-04.23 Typical Applications | ||
|- | |- | ||
|[[:category:620 Pavement Marking|620 Pavement Marking]]||colspan="2"|8-05 Pavement Marking | |[[:category:620 Pavement Marking|620 Pavement Marking]]||colspan="2"|8-05 Pavement Marking | ||
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|} | |} | ||
[[image:where to find PDM info in the EPG.jpg|center|775px]] | |||
[[category:237 Contract Plans]] | [[category:237 Contract Plans]] | ||
Latest revision as of 07:38, 11 March 2022
EPG 237 Contract Plans |
Chapter I, General Information
| EPG article | PDM section | |
|---|---|---|
| No correlation | 1-01.1 and 1-01.2 | |
| Help article and other definitions found throughout EPG | 1-01.3, Definitions | |
| No correlation | 1-01.4 Abbreviations | |
| 101 Standard Forms | 1-01.5 Standard Forms | |
| 106.11 Metric Implementation | 1-01.6, Metrication | |
| 104 Scope | 1-02 Project Initialization and Estimating | |
| 104 Scope | 1-02.1 and 1-02.2 | |
| 121.2 The Planning Process | 1-02.3 Needs Identification and 1-02.4 Needs Prioritization | |
| 104.7 Estimates | 1-02.5 Initial Project Estimates | |
| 104.2 Project Scoping, 121.2 The Planning Process | 1-02.6 Project Scoping | |
| 104.11 Project Scoping Documentation | 1-02.7 Project Scoping Memorandum | |
| 104.6 Project Scoping Checklists | 1-02.8 Project Scoping Checklists | |
| 121.5 Prioritization Factors | 1-02.9 Project Prioritization | |
| 121.3 The STIP | 1-02.10 STIP Commitments | |
| 104.12 Scope Changes (Scope, Estimate or Fiscal Year) | 1-02.11 Scope Changes | |
| 104.7 Estimates | 1-02.12 Project Cost Estimates | |
| 103.1.8 Final Engineer’s Estimate | 1-02.13 Engineer’s Estimate | |
| 103.1.10 Bid Analysis Process | 1-02.14 Bid Analysis Process | |
| 103.1.11 Recommendations for Award or Rejection of Bids | 1-02.15 Recommendations for Award or Rejection of Bids | |
| No correlation | 1-03 General Procedures | |
| 134 Engineering Professional Services | 1-03.4 Consultant Services | |
| 235.7 Distribution of Preliminary Plans | 1-03.6 Distribution of Preliminary Plans and Drawings | |
| 123 Federal-Aid Highway Program | 1-04 Federal-Aid Highway Program | |
Chapter II, Preliminary Design
| EPG article | PDM section | |
|---|---|---|
| 128 Conceptual Studies | 2-01 Conceptual Study | |
| 126 Location Study and Alternative Analysis | 2-02 Location Study/Environmental Report | |
| 129 Public Involvement | 2-03 Public Hearings and Meetings | |
| 127 MoDOT and the Environment | 2-04 Environmental Document | |
| 130 Value Engineering | 2-05 Value Engineering Policies and Procedures | |
| 235 Preliminary Plans | 2-06 Preliminary Plans | |
Chapter III, Surveys
| EPG article | PDM section | |
|---|---|---|
| 238.3 Route Surveying | 3-01 General and 3-02 Conventional Surveys | |
| 238.1 Photogrammetric Surveying | 3-03 Photogrammetric Surveys | |
| 238.2 Land Surveying | 3-04 Location Surveys | |
Chapter IV, Detail Design
| EPG article | PDM section | |
|---|---|---|
| No correlation | 4.01 General | |
| 237.1 Plan Details | 4-01.1 Accuracy for Plan Dimensions | |
| 236.13 Designing Right of Way Plans | 4-02 Right of Way Plans | |
| 237 Contract Plans | 4-03 Plans-Specifications-Estimates | |
| No correlation | 4-04.1 Basic Design Data | |
| 230.2 Vertical Alignment | 4-04.2 Profile Grade and Vertical Alignment Controls | |
| 230.1 Horizontal Alignment | 4-04.3 Horizontal Alignment | |
| Soil Characteristics | 4-04.4 Cut and Fill Slopes | |
| 231.1 Median Width | 4-04.5 Medians | |
| 230.2.1.13 Outer Roads and Service Roads | 4-04.6 Outer Roadways and Service Roads | |
| 233 At-Grade Intersections | 4-05 Intersections At Grade | |
| 234 Interchanges | 4-06 Interchanges | |
| 231 Typical Section Elements for Roadways | 4-07 Urban Projects | |
| No direct correlation; may consult 905.2 Traffic Studies and 905.3 Transportation Impact Analysis | 4-07.1 Urban Improvements | |
| 641 Bicycle Facilities and 642 Pedestrian Facilities | 4-07.3 (1) (e) Bicycle/Pedestrian Facilities | |
| 232.3 Two-Way Left-Turn Lanes | 4-07.3 (1) (h) Two-Way Left-Turn Lanes | |
| 232.5 Freeways | 4-07.3 (3) Freeways | |
| 202 Removal of Buildings and Structures | 4-08.1 Removal of Existing Structures, Buildings, and Miscellaneous Items | |
| 201 Clearing and Grubbing | 4-08.2 Clearing and Grubbing | |
| No correlation | 4-08.3 Grading | |
| 214 Rock Fill | 4-08.3 (h) Rock Fill | |
| 207 Linear Grading | 4-08.3 (2) Linear Grading | |
| 209 Subgrade Preparation | 4-08.3 (3) Subgrade Preparation | |
| 211 Subgrade Scarifying | 4-08.3 (4) Subgrade Scarifying | |
| 210 Subgrade Compaction | 4-08.3 (5) Subgrade Compaction | |
| 212 Subgrading and Shouldering | 4-08.3 (6) Subgrading and Shouldering | |
| No correlation | 4-08.3 (7) Shaping Shoulders | |
| 215 Shaping Slopes | 4-08.3 (8) Shaping Slopes | |
| No correlation | 4-08.3 (9) Plans | |
| No correlation | 4-08.4 Compaction | |
| 752 Bridges Used in Place | 4-09.1(1) Bridges used in Place | |
| 718 Temporary Bridge | 4-09.1(2) Temporary Bridges | |
| 748.8 Bridge Drainage | 4-09.1(3) Bridge Drainage | |
| 503 Bridge Approach Slabs | 4-09.1(4) Bridge Approach Slabs | |
| 504 Concrete Approach Pavement | 4-09.1(5) Concrete Approach Pavement | |
| 1045.5 Color of Structural Steel Paint | 4-09.1(6) Color of Structural Steel Paint | |
| 232.1 Climbing Lanes | 4-09.2 Climbing Lanes for Two Lane Highways | |
| 609 Paved Drainage | 4-09.3 Curbs, Curb and Gutter | |
| 806 Pollution, Erosion and Sediment Control | 4-09.4 Erosion Control | |
| 611 Embankment Protection | 4-09.5 Embankment Protection | |
| 607 Fencing | 4-09.6 Fencing | |
| 606 Guardrail and Guard Cable | 4-09.7 Guardrail and 4-04.5(2) Median Barrier | |
| 646.1 Manholes | 4-09.8 Manholes | |
| 731 Precast Reinforced Concrete Manholes and Drop Inlets | 4-09.9 Precast Concrete Drop Inlets | |
| 646.2 Pipelines | 4-09.10 Pipelines | |
| 646.3 Private Underpasses | 4-09.11 Private Underpasses | |
| No correlation | 4-09.12 Job Numbers | |
| 643.4 Railroads | 4-09.13 Railroads | |
| 231.2 Clear Zones | 4-09.14 Clear Zones | |
| Temporary Connections and Bypasses | 4-09.15 Temporary Connections | |
| 643.1 Utilities – Status and Liability Acceptance | 4-09.16 Utilities | |
| No correlation | 4-09.17 Temporary U-turn Median Openings on Freeways | |
| 644 Weigh Stations, Rest Areas, Welcome/Information Centers and Commuter Parking Lots | 4-09.18 Weigh Stations and Rest Areas | |
| 646.4 Work Funded by Maintenance | 4-09.19 Work by Maintenance | |
| 236.17 Junkyards | 4-09.20 Junkyard Control | |
| 127 MoDOT and the Environment | 4-09.21 Permits | |
| No correlation | 4-09.22 Distribution Policy | |
| 136 Local Public Agency (LPA) Policy | 4-09.22 (2) Local Public Agency Manual (LPA) | |
| 127.18 Job Special Provisions (JSP) and Contract Documents | 4-09.22 (3) Job Special Provisions | |
| 125 CADD Services | 4-09.22 (4) Microstation “Format/Special Sheets” | |
| 237.10 Distribution of Contract Plans | 4-09.22 (5) Final Plans | |
| 131.2 Proprietary Items and Public Interest Findings | 4-09.23 Proprietary Items and 4-09.24 Public Interest Findings | |
| 641 Bicycle Facilities and 642 Pedestrian Facilities | 4-09.25 Bicycle/Pedestrian Facilities | |
| 822 Roadside Vegetation Management | 4-09.26 Mowing | |
| 402 Bituminous Surface Leveling | 4-09.27 Contract Leveling Course Projects | |
| Sample Final Plans.pdf Sample Plans | 4-10 Sample Plans | |
Chapter V, Bridge Report and Layout
| EPG article | PDM section | |
|---|---|---|
| 747 Bridge Reports and Layouts | Chapter V, Bridge Report and Layout | |
Chapter VI, Pavement Structure Design
| EPG article | PDM section | |
|---|---|---|
| Soil Characteristics | 6-01 Subgrade | |
| 605 Underdrainage | 6-02 Underdrains | |
| No correlation | 6-03 Pavements | |
| No correlation | 6-03.1 General and 6-03.2 Definitions | |
| Thickness Determination | 6-03.3 Pavement Thickness Determination | |
| Alternate and Optional Pavement | 6-03.4 Alternate Pavements | |
| 450 Bituminous Pavement Design | 6-03.5 Flexible Pavement Design | |
| 550 Portland Cement Concrete Pavement Design | 6-03.6 Rigid Pavement Design | |
| No correlation | 6-03.7 Composite Pavement Design | |
| 350 Design for Bases and Aggregate Surfaces | 6-03.8 Base considerations | |
| D50 Directional/Directional Ramps, D51 Loop Ramps and D53 Multi-lane ramps in article 231 Typical Section Elements for Roadways | 6-03.9 Ramps and High Speed Directional Ramp Design | |
| Thickness Determination and 233.2.2 Median Openings | 6-03.10 Median Openings and Auxiliary Lanes | |
| Temporary Connections and Bypasses | 6-03.11 Temporary Bypass | |
| No correlation | 6-04 Shoulders | |
| Shoulder Maintenance | 6-04.1 Shoulder Types | |
| 626 Rumble Strips | 6-04.6 Shoulder Rumble Strips | |
| No correlation | 6-05 3R/4R Projects | |
| 606.1.3 Applications | 6-05.11 Guardrail | |
| 409 Seal Coat | 6-06 Seal Coats | |
| 450 Bituminous Pavement Design | 6-07 Bituminous Construction Materials | |
Chapter VII, Utilities
| EPG article | PDM section |
|---|---|
| 643.1 Utilities – Status and Liability Acceptance | 7-01 General |
| 643.2 Local Utility Adjustments – Public and Private | 7-02 Local Public and Private Utility Adjustments |
| 643.3 Policy, Standards and Regulations | 7-03 Policy, Standards and Regulations |
| 643.4 Railroads | 7-04 Railroads |
| 106.11 Metric Implementation | 7-05 Metric Policy |
Chapter VIII, Traffic Control Devices
| EPG article | PDM section | |
|---|---|---|
| 901 Lighting | 8-01 Highway Lighting | |
| 901.15 Glossary | 8-01.1 Definitions | |
| 901.1 Lighting to be Provided, Operated and Maintained at State Expense | 8-01.2 (1) Lighting to be Provided, Operated and Maintained at State Expense | |
| 901.2 Lighting to be Provided, Operated and Maintained at the Expense of the Local Political Subdivision | 8-01.2 (2) Lighting to be Provided, Operated and Maintained at the Expense of the Local Political Subdivision | |
| 901.3 Lighting to be Adjusted at State Expense and Operated and Maintained at the Expense of the Local Political Subdivision | 8-01.2 (3) Lighting to be Adjusted at State Expense and Operated and Maintained at the Expense of the Local Political Subdivision | |
| 901.4 State Participation in Continuous Freeway Lighting by a Local Political Subdivision | 8-01.2 (4) State Participation in Continuous Freeway Lighting by a Local Political Subdivision | |
| 901.5 Future Lighting | 8-01.2 (5) Future Lighting | |
| 901.6 Programming | 8-01.3 Programming and 8-01.4 Design, (1) Authorization | |
| 901.7 Light Source and Intensity | 8-01.4 (2) Light Source and Intensity through 8-01.4 (8) Control Station and Power Supply | |
| 901.8 Circuiting | 8-01.4 (9) Circuiting through 8-01.4 (11) Poles, Bracket Arms and Foundations | |
| 901.9 Luminaires | 8-01.4 (12) Luminaires through 8-01.4 (14) Summary | |
| 901.10 Preparation of Plans | 8-01.5 Preparation of Plans | |
| 901.11 High Pressure Sodium Luminaire Performance and Computation of Roadway Illumination | 8-01.6 High Pressure Sodium Luminaire Performance and Computation of Roadway Illumination | |
| 901.12 Electrical Components | 8-01.7 Electrical Components | |
| 902 Signals | 8-02 Traffic Signals and 8-02.1 General | |
| 902.3 Traffic Control Signal Needs Studies | 8-02.2 Obtaining Traffic Counts and 8-02.3 Warrants | |
| 902.5.2 Traffic Signal Operation | 8-02.4 Traffic Signals in Urban Areas, (1) – (3) | |
| 902.5.8.1 Agreements | 8-02.4 (5) through (7) Bus Stops through Agreements | |
| 902.4 Signal Installations and Equipment | 8-02.5 Design of Signal Installations, (1) Standardization | |
| 902.5.47 Use of Pavement Markings at Signalized Locations | 8-02.5 (2) Pavement Markings | |
| 902.5 Traffic Control Signal Features | 8-02.6 Signal Phasing | |
| 902.5 Traffic Control Signal Features | 8-02.7 Method of Signal Control | |
| 902.15.1 Preparation of Plans | 8-02.8 Auxiliary Equipment for Controllers | |
| 902.5 Traffic Control Signal Features | 8-02.9 Meaning and Application of Signal Indications | |
| 902.15.2 Location of Signals and Appurtenances | 8-02.10 Location of Signals and Appurtenances | |
| 902.15.3 Detectors | 8-02.11 Detectors | |
| 902.15.4 Pull Boxes | 8-02.12 Pull Boxes | |
| 902.15.5 Conduit System | 8-02.13 Conduit System | |
| 902.15.6 Control and Power Cable | 8-02.14 Control and Power Cable | |
| 902.15.6.4 Circuit Breaker Trip Rating | 8-02.15 Circuit Breaker Trip Rating | |
| 902.15.6.5 Cable Size from Power Supply to Controller | 8-02.16 Cable Size from Power Supply to Controller | |
| 902.15.1 Preparation of Plans | 8-02.17 Preparation of Plans | |
| 903 Highway Signing | 8-03 Highway Signing and 8-03.1 General | |
| 903.1 Extent of Signing | 8-03.1 (1) Interstate System, (2) Highways Other Than the Interstate System, 8-03.2 Extent of Signing and 8-03.3 Plan Development Procedure | |
| 903.3 Ground-Mounted Sign Supports | 8-03.4 Ground Mounting | |
| 903.4 Overhead Guide Sign Mounting | 8-03.5 Overhead Guide Sign Mounting | |
| 903.8.3 General Design | 8-03.6 Guide Sign Design | |
| 903.17 Delineation and Object Markers | 8-03.7 Miscellaneous Signing Items | |
| 903.9.4 Emergency Reference Markers (D10-5 and D10-5a) | 8-03.7 (1) Mileposts | |
| 903.17 Delineation and Object Markers | 8-03.7 (2) Delineators and (3) Object Markers | |
| 903.2.25.3 Signing Plans | 8-03.8 Signing Plans | |
| 903.2.25.4 Quantity Computations | 8-03.9 Computations of Quantities | |
| 616 Temporary Traffic Control | 8-04 Temporary Traffic Control Plans | |
| No direct correlation; refer to EPG 616 Temporary Traffic Control | 8-04.1 General | |
| No direct correlation; refer to EPG 616 Temporary Traffic Control | 8-04.2 Work Zone Signing and 8-04.3 Guidelines for Work Zone Signing Applications | |
| 616.6.60 Changeable Message Signs (CMS) | 8-04.4 Changeable Message Signs (CMS) | |
| 616.6.68 Type 1 or 3 Barricades (MUTCD 6F.68) | 8-04.5 Type III Movable Barricades | |
| 616.6.63 Channelizing Devices | 8-04.6 Channelizing Devices | |
| 617.1 Temporary Traffic Barriers | 8-04.7 Temporary Concrete Traffic Barrier Temporary | |
| 620 Pavement Marking | 8-04.8 Pavement Marking | |
| No direct correlation; refer to EPG 616 Temporary Traffic Control | 8-04.9 Lighting Devices and 8-04.10 Work Zone Lighting | |
| No direct correlation; refer to EPG 616 Temporary Traffic Control | 8-04.11 Flashing Arrow Panels | |
| No direct correlation; refer to EPG 616 Temporary Traffic Control | 8-04.12 Bypasses, Crossovers and Temporary Connections through 8-04.16 Temporary Signals and Intersections | |
| 616.17 Pavement Edge Treatment | 8-04.17 Pavement Edge Treatment | |
| 616.16 Law Enforcement Services | 8-04.18 Law Enforcement Services | |
| No direct correlation; refer to EPG 616 Temporary Traffic Control | 8-04.19 Temporary Median Crossovers for Construction Equipment | |
| 616.24 Traffic Control for Non-Motorized Traffic | 8-04.20 Traffic Control for Non-Motorized Traffic | |
| 616.15 Transit Considerations | 8-04.21 Transit Considerations | |
| No direct correlation; refer to EPG 616 Temporary Traffic Control | 8-04.22 Special Provisions | |
| 616.8 Typical Applications | 8-04.23 Typical Applications | |
| 620 Pavement Marking | 8-05 Pavement Marking | |
Chapter IX, Hydraulics and Drainage
| EPG article | PDM section |
|---|---|
| 700 Structures and Hydraulics | 9-01 General |
| 749 Hydrologic Analysis | 9-02 Hydrologic Analysis |
| 750.1 Open Channels | 9-03 Open Channels (English Only) |
| 750.6 Erosion Control and Energy Dissipation | 9-04 Erosion Control and Energy Dissipation |
| 640.2 Median Drainage | 9-05 Median Drainage |
| 750.2 Culverts | 9-06 Crossroad Structures (English only) |
| 640.1 Pavement Drainage | 9-07 Pavement Drainage |
| 750.4 Storm Sewers | 9-08 Storm Sewers |
| 750.5 Sanitary Sewers | 9-09 Sanitary Sewers (English only) |
| 750.7 Non-Hydraulic Considerations | 9-10 Non-Hydraulic Aspects of Drainage Design |
