View source for Where to Find PDM Information in the EPG

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{|border="4" align="right"
|-style="background:salmon" 
|[[:Category:237 Contract Plans|'''Return to Contract Plans''']]
|}

==Chapter I, General Information==

{| border="1" class="wikitable" style="margin: 1em auto 1em auto" width=750px
|+
! style="background:#BEBEBE"|EPG article||! style="background:#BEBEBE" colspan="2" align="center"|PDM section
|-
|No correlation||width="15"| ||1-01.1 and 1-01.2
|-
|[[Help:Contents|Help article]] and other definitions found throughout EPG|| ||1-01.3, Definitions
|-
|No correlation|| ||1-01.4 Abbreviations
|-
|[[:Category:101 Standard Forms|101 Standard Forms]]|| ||1-01.5 Standard Forms
|-
|[[106.11 Metric Implementation|106.11 Metric Implementation]]|| ||1-01.6, Metrication
|-
|[[:category:104 Scope|104 Scope]]||colspan="2"|1-02 Project Initialization and Estimating
|-
|[[:category:104 Scope|104 Scope]]|| ||1-02.1 and 1-02.2
|-
|[[121.2 The Planning Process|121.2 The Planning Process]]|| ||1-02.3 Needs Identification and 1-02.4 Needs Prioritization
|-
|[[104.7 Estimates|104.7 Estimates]]|| ||1-02.5 Initial Project Estimates
|-
|[[104.2 Project Scoping|104.2 Project Scoping]], [[121.2 The Planning Process|121.2 The Planning Process]]|| ||1-02.6 Project Scoping
|-
|[[104.11 Project Scoping Documentation|104.11 Project Scoping Documentation]]|| ||1-02.7 Project Scoping Memorandum
|-
|[[104.6 Project Scoping Checklists|104.6 Project Scoping Checklists]]|| ||1-02.8 Project Scoping Checklists
|-
|[[121.5 Prioritization Factors|121.5 Prioritization Factors]]|| ||1-02.9 Project Prioritization
|-
|[[121.3 The Statewide Transportation Improvement Program (STIP)|121.3 The STIP]]|| ||1-02.10 STIP Commitments
|-
|[[104.12 Scope Changes (Scope, Estimate or Fiscal Year)|104.12 Scope Changes (Scope, Estimate or Fiscal Year)]]|| ||1-02.11 Scope Changes
|-
|[[104.7 Estimates|104.7 Estimates]]|| ||1-02.12 Project Cost Estimates
|-
|[[103.1 Bid Opening and Award Process#103.1.8 Final Engineer’s Estimate|103.1.8 Final Engineer’s Estimate]]|| ||1-02.13 Engineer’s Estimate
|-
|[[103.1 Bid Opening and Award Process#103.1.10 Bid Analysis Process|103.1.10 Bid Analysis Process]]|| ||1-02.14 Bid Analysis Process
|-
|[[103.1 Bid Opening and Award Process#103.1.11 Recommendations for Award or Rejection of Bids|103.1.11 Recommendations for Award or Rejection of Bids]]|| ||1-02.15 Recommendations for Award or Rejection of Bids
|-
|No correlation||colspan="2"|1-03 General Procedures
|-
|[[:category:134 Engineering Professional Services|134 Engineering Professional Services]]|| ||1-03.4 Consultant Services
|-
|[[:Category:235 Preliminary Plans#235.7 Distribution of Preliminary Plans|235.7 Distribution of Preliminary Plans]]|| ||1-03.6 Distribution of Preliminary Plans and Drawings
|-
|[[:Category:123 Federal-Aid Highway Program|123 Federal-Aid Highway Program]]||colspan="2"|1-04 Federal-Aid Highway Program
|}

==Chapter II, Preliminary Design==

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|+
! style="background:#BEBEBE"|EPG article||! style="background:#BEBEBE" colspan="2" align="center"|PDM section
|-
|width=375px|[[:category:128 Conceptual Studies|128 Conceptual Studies]]||2-01 Conceptual Study
|-
|[[:Category:126 Location Study and Alternatives Analysis|126 Location Study and Alternative Analysis]]||2-02 Location Study/Environmental Report
|-
|[[:Category:129 Public Involvement|129 Public Involvement]]||2-03 Public Hearings and Meetings
|-
|[[:category:127 MoDOT and the Environment|127 MoDOT and the Environment]]||2-04 Environmental Document
|-
|[[:category:130 Value Engineering|130 Value Engineering]]||2-05 Value Engineering Policies and Procedures
|-
|[[:category:235 Preliminary Plans|235 Preliminary Plans]]||2-06 Preliminary Plans
|}

==Chapter III, Surveys==

{| border="1" class="wikitable" style="margin: 1em auto 1em auto" width=750px
|+
! style="background:#BEBEBE"|EPG article||! style="background:#BEBEBE" colspan="2" align="center"|PDM section
|-
|width=375px|[[238.3 Route Surveying|238.3 Route Surveying]]	||3-01 General and 3-02 Conventional Surveys
|-
|[[238.1 Photogrammetric Surveying|238.1 Photogrammetric Surveying]]||3-03 Photogrammetric Surveys
|-
|[[238.2 Land Surveying|238.2 Land Surveying]]||3-04 Location Surveys
|}

==Chapter IV, Detail Design==

{| border="1" class="wikitable" style="margin: 1em auto 1em auto" width=750px
|+
! style="background:#BEBEBE"|EPG article||! style="background:#BEBEBE" colspan="2" align="center"|PDM section
|-
|No correlation||colspan="2"|4.01 General
|-
|[[237.1 Plan Details|237.1 Plan Details]]||width="15"| ||4-01.1 Accuracy for Plan Dimensions
|-
|[[236.13 Designing Right of Way Plans|236.13 Designing Right of Way Plans]]||colspan="2"|4-02 Right of Way Plans
|-
|[[:category:237 Contract Plans|237 Contract Plans]]||colspan="2"|4-03 Plans-Specifications-Estimates
|-
|No correlation|| ||4-04.1 Basic Design Data
|-
|[[230.2 Vertical Alignment|230.2 Vertical Alignment]]|| ||4-04.2 Profile Grade and Vertical Alignment Controls
|-
|[[230.1 Horizontal Alignment|230.1 Horizontal Alignment]]|| ||4-04.3 Horizontal Alignment
|-
|[[Other Aspects of Pavement Design#Soil Characteristics|Soil Characteristics]]|| ||4-04.4 Cut and Fill Slopes
|-
|[[231.1 Median Width|231.1 Median Width]]|| ||4-04.5 Medians
|-
|[[230.2 Vertical Alignment#230.2.1.13 Outer Roads and Service Roads|230.2.1.13 Outer Roads and Service Roads]]|| ||4-04.6 Outer Roadways and Service Roads
|-
|[[:category:233 At - Grade Intersections|233 At-Grade Intersections]]||colspan="2"|4-05 Intersections At Grade
|-
|[[:category:234 Interchanges|234 Interchanges]]||colspan="2"|4-06 Interchanges
|-
|[[:Category:231 Typical Section Elements for Roadways|231 Typical Section Elements for Roadways]]||colspan="2"|4-07 Urban Projects
|-
|[[941.3 Urban/Rural Designations|941.3 Urban/Rural Designations]]|| ||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
|-
|[[232.3 Two - Way Left - Turn Lanes|232.3 Two-Way Left-Turn Lanes]]|| ||4-07.3 (1) (h) Two-Way Left-Turn Lanes
|-
|[[232.5 Freeways|232.5 Freeways]]|| ||4-07.3 (3) Freeways
|-
|[[:category:202 Removal of Buildings and Structures|202 Removal of Buildings and Structures]]|| ||4-08.1 Removal of Existing Structures, Buildings, and Miscellaneous Items
|-
|[[:category:201 Clearing and Grubbing|201 Clearing and Grubbing]]|| ||4-08.2 Clearing and Grubbing
|-
|No correlation|| ||4-08.3 Grading
|-
|[[:category:214 Rock Fill|214 Rock Fill]]|| ||4-08.3 (h) Rock Fill
|-
|[[:category:207 Linear Grading|207 Linear Grading]]|| ||4-08.3 (2) Linear Grading
|-
|[[:category:209 Subgrade Preparation|209 Subgrade Preparation]]|| ||4-08.3 (3) Subgrade Preparation
|-
|[[:category:211 Subgrade Scarifying|211 Subgrade Scarifying]]|| ||4-08.3 (4) Subgrade Scarifying
|-
|[[:category:210 Subgrade Compaction|210 Subgrade Compaction]]|| ||4-08.3 (5) Subgrade Compaction
|-
|[[:category:212 Subgrading and Shouldering|212 Subgrading and Shouldering]]|| ||4-08.3 (6) Subgrading and Shouldering
|-
|No correlation|| ||4-08.3 (7) Shaping Shoulders
|-
|[[:category:215 Shaping Slopes|215 Shaping Slopes]]|| ||4-08.3 (8) Shaping Slopes
|-
|No correlation|| ||4-08.3 (9) Plans
|-
|No correlation|| ||4-08.4 Compaction
|-
|[[:Category:752 Bridges Used In Place|752 Bridges Used in Place]]|| ||4-09.1(1) Bridges used in Place
|-
|[[:category:718 Temporary Bridge|718 Temporary Bridge]]|| ||4-09.1(2) Temporary Bridges
|-
|[[748.8 Bridge Drainage|748.8 Bridge Drainage]]|| ||4-09.1(3) Bridge Drainage
|-
|[[:category:503 Bridge Approach Slabs|503 Bridge Approach Slabs]]|| ||4-09.1(4) Bridge Approach Slabs
|-
|[[:category:504 Concrete Approach Pavement|504 Concrete Approach Pavement]]|| ||4-09.1(5) Concrete Approach Pavement
|-
|[[:Category:1045 Paint for Structural Steel#1045.5 Color of Structural Steel Paint|1045.5 Color of Structural Steel Paint]]|| ||4-09.1(6) Color of Structural Steel Paint
|-
|[[232.1 Climbing Lanes|232.1 Climbing Lanes]]|| ||4-09.2 Climbing Lanes for Two Lane Highways
|-
|[[:category:609 Paved Drainage|609 Paved Drainage]]|| ||4-09.3 Curbs, Curb and Gutter
|-
|[[:category:806 Pollution, Erosion and Sediment Control|806 Pollution, Erosion and Sediment Control]]|| ||4-09.4 Erosion Control
|-
|[[:category:611 Embankment Protection|611 Embankment Protection]]|| ||4-09.5 Embankment Protection
|-
|[[:category:607 Fencing|607 Fencing]]|| ||4-09.6 Fencing
|-
|[[:category:606 Guardrail and Guard Cable|606 Guardrail and Guard Cable]]|| ||4-09.7 Guardrail and 4-04.5(2) Median Barrier
|-
|[[646.1 Manholes|646.1 Manholes]]|| ||4-09.8 Manholes
|-
|[[:category:731 Precast Reinforced Concrete Manholes and Drop Inlets|731 Precast Reinforced Concrete Manholes and Drop Inlets]]|| ||4-09.9 Precast Concrete Drop Inlets
|-
|[[646.2 Pipelines|646.2 Pipelines]]|| ||4-09.10 Pipelines
|-
|[[646.3 Private Underpasses|646.3 Private Underpasses]]|| ||4-09.11 Private Underpasses
|-
|No correlation|| ||4-09.12 Job Numbers
|-
|[[643.4 Railroads|643.4 Railroads]]|| ||4-09.13 Railroads
|-
|[[231.2 Clear Zones|231.2 Clear Zones]]|| ||4-09.14 Clear Zones
|-
|[[Other Aspects of Pavement Design#Temporary Connections and Bypasses|Temporary Connections and Bypasses]]|| ||4-09.15 Temporary Connections
|-
|[[643.1 Utilities - Status and Liability Acceptance|643.1 Utilities – Status and Liability Acceptance]]|| ||4-09.16 Utilities
|-
|No correlation|| ||4-09.17 Temporary U-turn Median Openings on Freeways
|-
|width="375"|[[:category:644 Weigh Stations, Rest Areas, Welcome/Information Centers and Commuter Parking Lots|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|646.4 Work Funded by Maintenance]]|| ||4-09.19 Work by Maintenance
|-
|[[236.17 Junkyards|236.17 Junkyards]]|| ||4-09.20 Junkyard Control
|-
|[[:category:127 MoDOT and the Environment|127 MoDOT and the Environment]]|| ||4-09.21 Permits
|-
|No correlation|| ||4-09.22 Distribution Policy
|-
|[[:category:136 Local Public Agency (LPA) 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|127.18 Job Special Provisions (JSP) and Contract Documents]]|| ||4-09.22 (3) Job Special Provisions
|-
|[[:category:125 CADD Services|125 CADD Services]]|| ||4-09.22 (4) Microstation “Format/Special Sheets”
|-
|[[237.10 Distribution of Contract Plans|237.10 Distribution of Contract Plans]]|| ||4-09.22 (5) Final Plans
|-
|[[131.2 Proprietary Items and Public Interest Findings|131.2 Proprietary Items and Public Interest Findings]]|| ||4-09.23 Proprietary Items and 4-09.24 Public Interest Findings
|-
|[[:category:641 Bicycle Facilities|641 Bicycle Facilities]] and [[:category:642 Pedestrian Facilities|642 Pedestrian Facilities]]|| ||4-09.25 Bicycle/Pedestrian Facilities
|-
|[[:category:822 Roadside Vegetation Management|822 Roadside Vegetation Management]]|| ||4-09.26 Mowing
|-
|[[:category:402 Bituminous Surface Leveling|402 Bituminous Surface Leveling]]|| ||4-09.27 Contract Leveling Course Projects
|-
|[http://epg.modot.mo.gov/files/5/5f/237.1 Sample Final Plans.pdf Sample Plans]||colspan="2"|4-10 Sample Plans
|}

==Chapter V, Bridge Report and Layout==

{| border="1" class="wikitable" style="margin: 1em auto 1em auto" width=750px
|+
! style="background:#BEBEBE"|EPG article||! style="background:#BEBEBE" colspan="2" align="center"|PDM section
|-
|width=375px|[[:Category:747 Bridge Reports and Layouts|747 Bridge Reports and Layouts]]||colspan="2"|Chapter V, Bridge Report and Layout
|}

==Chapter VI, Pavement Structure Design==

{| border="1" class="wikitable" style="margin: 1em auto 1em auto" width=750px
|+
! style="background:#BEBEBE"|EPG article!! style="background:#BEBEBE" colspan="2" align="center" |PDM section
|-
|[[Other Aspects of Pavement Design#Soil Characteristics|Soil Characteristics]]||colspan="2"|6-01 Subgrade
|-
|[[:category:605 Underdrainage|605 Underdrainage]]||colspan="2"|6-02 Underdrains
|-
|No correlation||colspan="2"|6-03 Pavements
|-
|No correlation||width="15"| ||6-03.1 General and 6-03.2 Definitions
|-
|[[Other Aspects of Pavement Design#Thickness Determination|Thickness Determination]]|| ||6-03.3 Pavement Thickness Determination
|-
|[[Other Aspects of Pavement Design#Alternate and Optional Pavement|Alternate and Optional Pavement]]|| ||6-03.4 Alternate Pavements
|-
|[[:category:450 Bituminous Pavement Design|450 Bituminous Pavement Design]]|| ||6-03.5 Flexible Pavement Design
|-
|[[:category:550 Portland Cement Concrete Pavement Design|550 Portland Cement Concrete Pavement Design]]|| ||6-03.6 Rigid Pavement Design
|-
|No correlation|| ||6-03.7 Composite Pavement Design
|-
|[[:category:350 Design for Bases and Aggregate Surfaces|350 Design for Bases and Aggregate Surfaces]]|| ||6-03.8 Base considerations
|-
|width="375"|[http://epg.modot.mo.gov/files/f/f5/231_Diamond-Directional_Ramp_%28Any_ADT%29_%28D-50%29.pdf D50 Directional/Directional Ramps], [http://epg.modot.mo.gov/files/6/65/231_Loop_Ramp_%28D-51%29.pdf D51 Loop Ramps] and [http://epg.modot.mo.gov/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#Temporary Connections and Bypasses|Temporary Connections and Bypasses]]|| ||6-03.11 Temporary Bypass
|-
|No correlation||colspan="2"|6-04 Shoulders
|-
|[[:Category:Shoulder Maintenance|Shoulder Maintenance]]|| ||6-04.1 Shoulder Types
|-
|[[:category:626 Rumble Strips|626 Rumble Strips]]|| ||6-04.6 Shoulder Rumble Strips
|-
|No correlation|| colspan="2"|6-05 3R/4R Projects
|-
|[[606.1 Guardrail#606.1.3 Applications|606.1.3 Applications]]|| ||6-05.11 Guardrail
|-
|[[:category:409 Seal Coat|409 Seal Coat]]||colspan="2"|6-06 Seal Coats
|-
|[[:category:450 Bituminous Pavement Design|450 Bituminous Pavement Design]]||colspan="2"|6-07 Bituminous Construction Materials
|}

==Chapter VII, Utilities==

{| border="1" class="wikitable" style="margin: 1em auto 1em auto" width=750px
|+
! style="background:#BEBEBE"|EPG article||! style="background:#BEBEBE" align="center"|PDM section
|-
|[[643.1 Utilities - Status and Liability Acceptance|643.1 Utilities – Status and Liability Acceptance]]||7-01 General
|-
|[[643.2 Local Utility Adjustments - Public and Private|643.2 Local Utility Adjustments – Public and Private]]||7-02 Local Public and Private Utility Adjustments
|-
|[[643.3 Policy, Standards and Regulations|643.3 Policy, Standards and Regulations]]||7-03 Policy, Standards and Regulations
|-
|[[643.4 Railroads|643.4 Railroads]]||7-04 Railroads
|-
|[[106.11 Metric Implementation|106.11 Metric Implementation]]||width="375"|7-05 Metric Policy
|}

==Chapter VIII, Traffic Control Devices==

{| border="1" class="wikitable" style="margin: 1em auto 1em auto" width=750px
|+
! style="background:#BEBEBE"|EPG article||! style="background:#BEBEBE" colspan="2" align="center"|PDM section
|-
|[[:category:901 Lighting|901 Lighting]]||colspan="2"|8-01 Highway Lighting
|-
|[[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
|-
|[[901.2 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
|-
|[[901.4 State Participation in Continuous Freeway Lighting by a 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|901.5 Future Lighting]]|| ||8-01.2 (5) Future Lighting
|-
|[[901.6 Programming|901.6 Programming]]|| ||8-01.3 Programming and 8-01.4 Design, (1) Authorization
|-
|[[901.7 Light Source and Intensity|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|901.8 Circuiting]]|| ||8-01.4 (9) Circuiting through 8-01.4 (11) Poles, Bracket Arms and Foundations
|-
|[[901.9 Luminaires|901.9 Luminaires]]|| ||8-01.4 (12) Luminaires through 8-01.4 (14) Summary
|-
|[[901.10 Preparation of Plans|901.10 Preparation of Plans]]|| ||8-01.5 Preparation of Plans
|-
|[[901.11 High Pressure Sodium Luminaire Performance and Computation of Roadway Illumination|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|901.12 Electrical Components]]|| ||8-01.7 Electrical Components
|-
|[[:category:902 Signals|902 Signals]]||colspan="2"|8-02 Traffic Signals and 8-02.1 General
|-
|[[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
|-
|[http://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)
|-
|[http://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
|-
|[http://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]]|| || 8-02.7 Method of Signal Control
|-
|[http://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
|-
|[http://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
|-
|[http://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.3_Detectors 902.15.3 Detectors] || ||8-02.11 Detectors
|-
|[http://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
|-
|[http://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
|-
|[http://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
|-
|[http://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
|-
|[http://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
|-
|[http://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
|-
|[[903.1 Extent of Signing|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|903.3 Ground-Mounted Sign Supports]]|| ||8-03.4 Ground Mounting
|-
|[[903.4 Overhead Guide Sign Mounting|903.4 Overhead Guide Sign Mounting]]|| ||8-03.5 Overhead Guide Sign Mounting
|-
|[[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
|-
|[[903.15 Other Signing Items|903.15 Other Signing Items]]|| ||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
|-
|[[903.15 Other Signing Items|903.15 Other Signing Items]]|| ||8-03.7 (2) Delineators and (3) Object Markers
|-
|[[903.2 Extent of Signing#903.2.11 Signing Plans|903.2.11 Signing Plans]]|| ||8-03.8 Signing Plans
|-
|[[903.2 Extent of Signing#903.2.12 Quantity Computations|903.2.12 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
|-
|[[616.1 Preparation of Traffic Control Plan (TCP)|616.1 Preparation of Traffic Control Plan (TCP)]]|| ||8-04.1 General
|-
|[[616.2 Work Zone Signing and Applications|616.2 Work Zone Signing and Applications]]|| ||8-04.2 Work Zone Signing and 8-04.3 Guidelines for Work Zone Signing Applications
|-
|[http://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)#616.6.63 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
|-
|[[:category:620 Pavement Marking|620 Pavement Marking]]|| ||8-04.8 Pavement Marking
|-
|[[616.9 Lighting Devices|616.9 Lighting Devices]]|| ||8-04.9 Lighting Devices and 8-04.10 Work Zone Lighting
|-
|[[616.4 Flashing Arrow Panels|616.4 Flashing Arrow Panels]]|| ||8-04.11 Flashing Arrow Panels
|-
|[[616.13 Crossovers, Temporary Connections and Detours|616.13 Crossovers, Temporary Connections and Detours]]|| ||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
|-
|[[616.16 Law Enforcement Services|616.16 Law Enforcement Services]]|| ||8-04.18 Law Enforcement Services
|-
|[[616.13 Crossovers, Temporary Connections and Detours#616.13.4 Temporary Median Crossovers for Construction Equipment|616.13.4 Temporary Median Crossovers for Construction Equipment]]|| ||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
|-
|[[616.15 Transit Considerations|616.15 Transit Considerations]]|| ||8-04.21 Transit Considerations
|-
|[[616.1 Preparation of Traffic Control Plan (TCP)#616.1.2 Special Provisions|616.1.2 Special Provisions]]|| ||8-04.22 Special Provisions
|-
|[[616.1 Preparation of Traffic Control Plan (TCP)#616.1.1 Typical Applications|616.1.1 Typical Applications]]|| ||8-04.23 Typical Applications and 8-04.24 No Direct Payment
|-
|[[:category:620 Pavement Marking|620 Pavement Marking]]||colspan="2"|8-05 Pavement Marking
|}

==Chapter IX, Hydraulics and Drainage==

{| border="1" class="wikitable" style="margin: 1em auto 1em auto" width=750px
|+
! style="background:#BEBEBE"|EPG article||! style="background:#BEBEBE" align="center"|PDM section
|-
|width=375px|[[:Category:700 STRUCTURES AND HYDRAULICS|700 Structures and Hydraulics]]||9-01 General
|-
|[[:category:749 Hydrologic Analysis|749 Hydrologic Analysis]]||9-02 Hydrologic Analysis
|-
|[[750.1 Open Channels|750.1 Open Channels]]||9-03 Open Channels (English Only)
|-
|[[750.6 Erosion Control and Energy Dissipation|750.6 Erosion Control and Energy Dissipation]]||9-04 Erosion Control and Energy Dissipation
|-
|[[640.2 Median Drainage|640.2 Median Drainage]]||9-05 Median Drainage
|-
|[[750.2 Culverts|750.2 Culverts]]||9-06 Crossroad Structures (English only)
|-
|[[640.1 Pavement Drainage|640.1 Pavement Drainage]]||9-07 Pavement Drainage
|-
|[[750.4 Storm Sewers|750.4 Storm Sewers]]||9-08 Storm Sewers
|-
|[[750.5 Sanitary Sewers|750.5 Sanitary Sewers]]||9-09 Sanitary Sewers (English only)
|-
|[[750.7 Non-Hydraulic Considerations|750.7 Non-Hydraulic Considerations]]||9-10 Non-Hydraulic Aspects of Drainage Design
|}

[[category:237 Contract Plans]]