Where to Find PDM Information in the EPG: Difference between revisions

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[[image:where to find PDM info in the EPG.jpg|center|775px]]
 




{|border="4" align="right"
{|border="4" align="right"
|-style="background:salmon"  
|-style="background:salmon"  
|[[: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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! style="background:#BEBEBE"|EPG article||! style="background:#BEBEBE" colspan="2" align="center"|PDM section
! style="background:#BEBEBE"|EPG article||! style="background:#BEBEBE" colspan="2" align="center"|PDM section
|-
|-
|No correlation|| ||1-01.1 and 1-01.2
|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
|[[Help:Contents|Help article]] and other definitions found throughout EPG|| ||1-01.3, Definitions
Line 21: Line 21:
|[[:Category:101 Standard Forms|101 Standard Forms]]|| ||1-01.5 Standard Forms
|[[:Category:101 Standard Forms|101 Standard Forms]]|| ||1-01.5 Standard Forms
|-
|-
|[[106.14 Metrication|106.14 Metrication]]|| ||1-01.6, Metrication
|[[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]]||colspan="2"|1-02 Project Initialization and Estimating
Line 45: Line 45:
|[[104.7 Estimates|104.7 Estimates]]|| ||1-02.12 Project Cost Estimates
|[[104.7 Estimates|104.7 Estimates]]|| ||1-02.12 Project Cost Estimates
|-
|-
|[[103.1 Bid Opening and Award Process#103.1.8 Engineer’s Estimate|103.1.8 Engineer’s Estimate]]|| ||1-02.13 Engineer’s Estimate
|[[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#103.1.10 Bid Analysis Process|103.1.10 Bid Analysis Process]]|| ||1-02.14 Bid Analysis Process
Line 57: Line 57:
|[[: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: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]]||colspan="2"|1-04 Federal-Aid Highway Program
|[[:Category:123 Federal-Aid Highway Program|123 Federal-Aid Highway Program]]||colspan="2"|1-04 Federal-Aid Highway Program
|}
|}


Line 70: Line 70:
|[[:Category:126 Location Study and Alternatives Analysis|126 Location Study and Alternative Analysis]]||2-02 Location Study/Environmental Report
|[[:Category:126 Location Study and Alternatives Analysis|126 Location Study and Alternative Analysis]]||2-02 Location Study/Environmental Report
|-
|-
|[[129.1 Public Involvement|129.1 Public Involvement]]||2-03 Public Hearings and Meetings
|[[: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:127 MoDOT and the Environment|127 MoDOT and the Environment]]||2-04 Environmental Document
Line 100: Line 100:
|No correlation||colspan="2"|4.01 General
|No correlation||colspan="2"|4.01 General
|-
|-
|[[237.1 Plan Details|237.1 Plan Details]]|| ||4-01.1 Accuracy for Plan Dimensions
|[[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
|[[236.13 Designing Right of Way Plans|236.13 Designing Right of Way Plans]]||colspan="2"|4-02 Right of Way Plans
Line 112: Line 112:
|[[230.1 Horizontal Alignment|230.1 Horizontal Alignment]]|| ||4-04.3 Horizontal Alignment
|[[230.1 Horizontal Alignment|230.1 Horizontal Alignment]]|| ||4-04.3 Horizontal Alignment
|-
|-
|[[Soil Characteristics|Soil Characteristics]]|| ||4-04.4 Cut and Fill Slopes
|[[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
|[[231.1 Median Width|231.1 Median Width]]|| ||4-04.5 Medians
Line 124: Line 124:
|[[: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
|-
|-
|[[941.3 Urban/Rural Designations|941.3 Urban/Rural Designations]]|| ||4-07.1 Urban Improvements
|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 180: Line 180:
|[[:category:607 Fencing|607 Fencing]]|| ||4-09.6 Fencing
|[[:category:607 Fencing|607 Fencing]]|| ||4-09.6 Fencing
|-
|-
|[[:category:606 Guardrail and Guard Cable|606 Guardrail and Guard Cable]]|| ||4-09.7 Guardrail
|[[: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
|[[646.1 Manholes|646.1 Manholes]]|| ||4-09.8 Manholes
Line 196: Line 196:
|[[231.2 Clear Zones|231.2 Clear Zones]]|| ||4-09.14 Clear Zones
|[[231.2 Clear Zones|231.2 Clear Zones]]|| ||4-09.14 Clear Zones
|-
|-
|[[Temporary Connections and Bypasses|Temporary Connections and Bypasses]]|| ||4-09.15 Temporary Connections
|[[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
|[[643.1 Utilities - Status and Liability Acceptance|643.1 Utilities – Status and Liability Acceptance]]|| ||4-09.16 Utilities
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|No correlation|| ||4-09.22 Distribution Policy
|No correlation|| ||4-09.22 Distribution Policy
|-
|-
|[[:category:136 Local Public Agency (LPA) Manual|136 Local Public Agency (LPA) Manual]]|| ||4-09.22 (2) Local Public Agency Manual (LPA)
|[[: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
|[[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
Line 220: Line 220:
|[[237.10 Distribution of Contract Plans|237.10 Distribution of Contract Plans]]|| ||4-09.22 (5) Final Plans
|[[237.10 Distribution of Contract Plans|237.10 Distribution of Contract Plans]]|| ||4-09.22 (5) Final Plans
|-
|-
|[[131.5 Proprietary Items and Public Interest Findings|131.5 Proprietary Items and Public Interest Findings]]|| ||4-09.23 Proprietary Items and 4-09.24 Public Interest Findings
|[[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:641 Bicycle Facilities|641 Bicycle Facilities]] and [[:category:642 Pedestrian Facilities|642 Pedestrian Facilities]]|| ||4-09.25 Bicycle/Pedestrian Facilities
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|[[: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
|-
|-
|[http://epg.modot.mo.gov/files/5/5f/237.1 Sample Final Plans.pdf Sample Plans]||colspan="2"|4-10 Sample Plans
|[https://epg.modot.org/files/5/5f/237.1 Sample Final Plans.pdf Sample Plans]||colspan="2"|4-10 Sample Plans
|}
|}


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! style="background:#BEBEBE"|EPG article||! style="background:#BEBEBE" colspan="2" align="center"|PDM section
! style="background:#BEBEBE"|EPG article||! style="background:#BEBEBE" colspan="2" align="center"|PDM section
|-
|-
|width=375px|[[748.7 Bridge Reports and Layouts|748.7 Bridge Reports and Layouts]]||colspan="2"|Chapter V, Bridge Report and Layout
|width=375px|[[:Category:747 Bridge Reports and Layouts|747 Bridge Reports and Layouts]]||colspan="2"|Chapter V, Bridge Report and Layout
|}
|}


Line 246: Line 246:
! style="background:#BEBEBE"|EPG article!! style="background:#BEBEBE" colspan="2" align="center" |PDM section
! style="background:#BEBEBE"|EPG article!! style="background:#BEBEBE" colspan="2" align="center" |PDM section
|-
|-
|[[Soil Characteristics|Soil Characteristics]]||colspan="2"|6-01 Subgrade
|[[Other Aspects of Pavement Design#Soil Characteristics|Soil Characteristics]]||colspan="2"|6-01 Subgrade
|-
|-
|[[:category:605 Underdrainage|605 Underdrainage]]||colspan="2"|6-02 Underdrains
|[[:category:605 Underdrainage|605 Underdrainage]]||colspan="2"|6-02 Underdrains
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|No correlation||colspan="2"|6-03 Pavements
|No correlation||colspan="2"|6-03 Pavements
|-
|-
|No correlation|| ||6-03.1 General and 6-03.2 Definitions
|No correlation||width="15"| ||6-03.1 General and 6-03.2 Definitions
|-
|-
|[[Thickness Determination|Thickness Determination]]|| ||6-03.3 Pavement Thickness Determination
|[[Other Aspects of Pavement Design#Thickness Determination|Thickness Determination]]|| ||6-03.3 Pavement Thickness Determination
|-
|-
|[[Alternate Pavement|Alternate Pavement]]|| ||6-03.4 Alternate Pavements
|[[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:450 Bituminous Pavement Design|450 Bituminous Pavement Design]]|| ||6-03.5 Flexible Pavement Design
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|[[: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"|[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
|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
|-
|-
|[[Thickness Determination|Thickness Determination]] and [[233.2 At-Grade Intersections with Stop and Yield Control#233.2.1.2 Median Openings|233.2.1.2 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
|-
|-
|[[Temporary Connections and Bypasses|Temporary Connections and Bypasses]]|| ||6-03.11 Temporary Bypass
|[[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
|No correlation||colspan="2"|6-04 Shoulders
Line 301: Line 301:
|[[643.4 Railroads|643.4 Railroads]]||7-04 Railroads
|[[643.4 Railroads|643.4 Railroads]]||7-04 Railroads
|-
|-
|[[106.14 Metrication|106.14 Metrication]]||width="375"|7-05 Metric Policy
|[[106.11 Metric Implementation|106.11 Metric Implementation]]||width="375"|7-05 Metric Policy
|}
|}


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|[[:category:901 Lighting|901 Lighting]]||colspan="2"|8-01 Highway Lighting
|[[:category:901 Lighting|901 Lighting]]||colspan="2"|8-01 Highway Lighting
|-
|-
|[[901.15 Glossary|901.15 Glossary]]|| ||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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|[[:category:902 Signals|902 Signals]]||colspan="2"|8-02 Traffic Signals and 8-02.1 General
|[[:category:902 Signals|902 Signals]]||colspan="2"|8-02 Traffic Signals and 8-02.1 General
|-
|-
|[[902.2 Warrants for Traffic Signal Installation|902.2 Warrants for Traffic Signal Installation]]|| ||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
|-
|-
|[[902.11 Other Design Aspects of Traffic Signals#902.11.6 Method of Signal Control|902.11.6 Method of Signal Control]]|| ||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#902.5.2_Traffic_Signal_Operation 902.5.2 Traffic Signal Operation]|| ||8-02.4 Traffic Signals in Urban Areas, (1) – (3)
|-
|-
|[[902.11 Other Design Aspects of Traffic Signals#902.11.2 Parking Restrictions|902.11.2 – 902.11.5 Bus Stops through Agreements]]|| ||8-02.4 (5) through (7) Bus Stops through Agreements
|[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
|-
|-
|[[902.10 Signal Installations and Equipment|902.10 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
|-
|-
|[[902.11 Other Design Aspects of Traffic Signals#902.11.1 Pavement Markings|902.11.1 Pavement Markings]]|| ||8-02.5 (2) Pavement Markings
|[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 Phasing and Timing the Signal|902.5 Phasing and Timing the Signal]]|| ||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
|-
|-
|[[902.3 Basic Types of Signal Control|902.3 Basic Types of Signal Control]]|| ||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
|-
|-
|[[902.11 Other Design Aspects of Traffic Signals#902.11.12 Preparation of Plans|902.11.12 Preparation of Plans]]|| ||8-02.8 Auxiliary Equipment for Controllers
|[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
|-
|-
|[[902.6 Signal Indications and Signing#902.6.5 Meaning and Application of Signal Indications|902.6.5 Meaning and Application of Signal Indications]]|| ||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
|-
|-
|[[902.11 Other Design Aspects of Traffic Signals#902.11.7 Location of Signals and Appurtenances|902.11.7 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#902.15.2_Location_of_Signals_and_Appurtenances 902.15.2 Location of Signals and Appurtenances]|| ||8-02.10 Location of Signals and Appurtenances
|-
|-
|[[902.11 Other Design Aspects of Traffic Signals#902.11.8 Detectors|902.11.8 Detectors]]|| ||8-02.11 Detectors
|[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
|-
|-
|[[902.11 Other Design Aspects of Traffic Signals#902.11.9 Pull Boxes|902.11.9 Pull Boxes]]|| ||8-02.12 Pull Boxes
|[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
|-
|-
|[[902.11 Other Design Aspects of Traffic Signals#902.11.10 Conduit System|902.11.10 Conduit System]]|| ||8-02.13 Conduit System
|[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
|-
|-
|[[902.11 Other Design Aspects of Traffic Signals#902.11.11 Control and Power Cable|902.11.11 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_Control_and_Power_Ccable 902.15.6 Control and Power Cable]|| ||8-02.14 Control and Power Cable
|-
|-
|[[902.11 Other Design Aspects of Traffic Signals#902.11.11.14 Circuit Breaker Trip Rating|902.11.11.14 Circuit Breaker Trip Rating]]|| ||8-02.15 Circuit Breaker Trip Rating
|[https://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.6.4_Circuit_Breaker_Trip_Rating 902.15.6.4 Circuit Breaker Trip Rating]|| ||8-02.15 Circuit Breaker Trip Rating
|-
|-
|[[902.11 Other Design Aspects of Traffic Signals#902.11.11.15 Cable Size from Power Supply to Controller|902.11.11.15 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#902.15.6.5_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
|-
|-
|[[902.11 Other Design Aspects of Traffic Signals#902.11.12 Preparation of Plans|902.11.12 Preparation of Plans]]|| ||8-02.17 Preparation of Plans
|[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 378: Line 378:
|[[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
|[[903.1 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
|-
|-
|[[903.2 Ground-Mounted Signing|903.2 Ground-Mounted Signing]]|| ||8-03.4 Ground Mounting
|[[903.3 Ground-Mounted Sign Supports|903.3 Ground-Mounted Sign Supports]]|| ||8-03.4 Ground Mounting
|-
|-
|[[903.3 Overhead Guide Sign Mounting|903.3 Overhead Guide Sign Mounting]]|| ||8-03.5 Overhead Guide Sign Mounting
|[[903.4 Overhead Guide Sign Mounting|903.4 Overhead Guide Sign Mounting]]|| ||8-03.5 Overhead Guide Sign Mounting
|-
|-
|[[903.4 Guide Signs|903.4 Guide Signs]]|| ||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
|-
|-
|[[903.15 Other Signing Items|903.15 Other Signing Items]]|| ||8-03.7 Miscellaneous Signing Items
|[[903.17 Delineation and Object Markers|903.17 Delineation and Object Markers]]|| ||8-03.7 Miscellaneous Signing Items
|-
|-
|[[903.8 Freeway and Expressway Guide Signs#903.8.64 Emergency Reference Markers (D10-5) (MUTCD Section 2E.54)|903.8.64 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
|-
|-
|[[903.15 Other Signing Items|903.15 Other Signing Items]]|| ||8-03.7 (2) Delineators and (3) Object Markers
|[[903.17 Delineation and Object Markers|903.17 Delineation and Object Markers]]|| ||8-03.7 (2) Delineators and (3) Object Markers
|-
|-
|[[903.18 Preparation of Sign Plans#903.18.2 Signing Plans|903.18.2 Signing Plans]]|| ||8-03.8 Signing Plans
|[[903.2 Extent of Signing#903.2.25.3 Signing Plans|903.2.25.3 Signing Plans]]|| ||8-03.8 Signing Plans
|-
|-
|[[903.18 Preparation of Sign Plans#903.18.3 Computation of Quantities|903.18.3 Computation of Quantities]]|| ||8-03.9 Computations of Quantities
|[[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
|-
|-
|[[616.1 Preparation of Traffic Control Plan (TCP)|616.1 Preparation of Traffic Control Plan (TCP)]]|| ||8-04.1 General
|No direct correlation; refer to [[:Category:616 Temporary Traffic Control|EPG 616 Temporary Traffic Control]] || ||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
|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
|-
|-
|[[616.3 Changeable Message Signs (CMS)|616.3 Changeable Message Signs (CMS)]]|| ||8-04.4 Changeable Message Signs (CMS)
|[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 Type III Movable Barricades|616.6 Type III Movable Barricades]]|| ||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
|-
|-
|[[616.5 Channelizing Devices|616.5 Channelizing Devices]]|| ||8-04.6 Channelizing Devices
|[[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
Line 410: Line 410:
|[[:category:620 Pavement Marking|620 Pavement Marking]]|| ||8-04.8 Pavement Marking
|[[:category:620 Pavement Marking|620 Pavement Marking]]|| ||8-04.8 Pavement Marking
|-
|-
|[[616.9 Lighting Devices|616.9 Lighting Devices]]|| ||8-04.9 Lighting Devices and 8-04.10 Work Zone Lighting
|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
|-
|-
|[[616.4 Flashing Arrow Panels|616.4 Flashing Arrow Panels]]|| ||8-04.11 Flashing Arrow Panels
|No direct correlation; refer to [[:Category:616 Temporary Traffic Control|EPG 616 Temporary Traffic Control]] || ||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
|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
Line 420: Line 420:
|[[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
|-
|-
|[[616.13 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
|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
Line 426: Line 426:
|[[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
|-
|-
|[[616.1 Preparation of Traffic Control Plan (TCP)#616.1.2 Special Provisions|616.1.2 Special Provisions]]|| ||8-04.22 Special Provisions
|No direct correlation; refer to [[:Category:616 Temporary Traffic Control|EPG 616 Temporary Traffic Control]] || ||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
|[[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
Line 451: Line 451:
|[[750.2 Culverts|750.2 Culverts]]||9-06 Crossroad Structures (English only)
|[[750.2 Culverts|750.2 Culverts]]||9-06 Crossroad Structures (English only)
|-
|-
|[[640.1 Pavement and Bridge Deck Drainage|640.1 Pavement and Bridge Deck Drainage]]||9-07 Pavement Drainage
|[[640.1 Pavement Drainage|640.1 Pavement Drainage]]||9-07 Pavement Drainage
|-
|-
|[[750.4 Storm Sewers|750.4 Storm Sewers]]||9-08 Storm Sewers
|[[750.4 Storm Sewers|750.4 Storm Sewers]]||9-08 Storm Sewers
Line 460: Line 460:
|}
|}


[[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


Return to
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
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