Revised BRIDGE REPORT AND LAYOUT PAVEMENT STRUCTURE DESIGN CHAPTER VII UTILITIES CHAPTER VIII TRAFFIC CONTROL DEVICES

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1 CHAPTER I CHAPTER II CHAPTER III CHAPTER IV CHAPTER V CHAPTER VI GENERAL INFORMATION PRELIMINARY DESIGN SURVEYS DETAIL DESIGN BRIDGE REPORT AND LAYOUT PAVEMENT STRUCTURE DESIGN CHAPTER VII UTILITIES Revised Questions or Comments? Want a file? Please send an with your Questions, comments or file Requests to the following address: PDM@mail.modot.state.mo.us CHAPTER VIII TRAFFIC CONTROL DEVICES CHAPTER IX HYDRAULICS AND DRAINAGE VOLUME I TABLE OF CONTENTS VOLUME II TABLE OF CONTENTS CHAPTER TABLE OF CONTENTS LISTING OF FIGURES LISTING OF MICROSTATION DESIGN FORMS LIST OF BID ITEMS

2 SECTION 1-01 SECTION 1-02 SECTION 1-03 SECTION 1-04 INTRODUCTION PROJECT INITIALIZATION AND PROGRAM ESTIMATING GENERAL PROCEDURES FEDERAL-AID HIGHWAY PROGRAM

3 SECTION 2-01 SECTION 2-02 SECTION 2-03 SECTION 2-04 SECTION 2-05 SECTION 2-06 CONCEPTUAL STUDY LOCATION STUDY/ENVIRONMENTAL REPORT PUBLIC HEARINGS AND MEETINGS ENVIRONMENTAL DOCUMENT VALUE ENGINEERING POLICIES AND PROCEDURES PRELIMINARY PLANS

4 SECTION 3-01 SECTION 3-02 SECTION 3-03 SECTION 3-04 GENERAL CONVENTIONAL SURVEYS PHOTOGRAMMETRIC SURVEYS LOCATION SURVEYS

5 SECTION 4-01 GENERAL SECTION 4-02 SECTION 4-03 SECTION 4-04 SECTION 4-05 SECTION 4-06 SECTION 4-07 SECTION 4-08 SECTION 4-09 SECTION 4-10 RIGHT OF WAY PLANS PLANS-SPECIFICATIONS-ESTIMATES BASIC DESIGN CRITERIA INTERSECTIONS AT GRADE INTERCHANGES URBAN PROJECTS GRADING MISCELLANEOUS SAMPLE PLANS

6 SECTION 5-01 SECTION 5-02 SECTION 5-03 SECTION 5-04 SECTION 5-05 GENERAL PROCEDURE PREPARATION OF BRIDGE SURVEY REPORT GRADE SEPARATION REPORTS BRIDGE REHABILITATION AND MISCELLANEOUS STRUCTURES

7 SECTION 6-01 SECTION 6-02 SECTION 6-03 SECTION 6-04 SECTION 6-05 SECTION 6-06 SECTION 6-07 SUBGRADE UNDERDRAINS PAVEMENTS SHOULDERS 3R/4R PROJECTS SEAL COATS BITUMINOUS CONSTRUCTION MATERIALS

8 SECTION 7-01 SECTION 7-02 SECTION 7-03 SECTION 7-04 SECTION 7-05 GENERAL LOCAL PUBLIC AND PRIVATE UTILITY ADJUSTMENTS POLICY, STANDARDS AND REGULATIONS RAILROADS METRIC POLICY

9 SECTION 8-01 SECTION 8-02 SECTION 8-03 SECTION 8-04 HIGHWAY LIGHTING TRAFFIC SIGNALS HIGHWAY SIGNING TRAFFIC CONTROL PLANS

10 SECTION 9-01 SECTION 9-02 SECTION 9-03 SECTION 9-04 SECTION 9-05 SECTION 9-06 SECTION 9-07 SECTION 9-08 SECTION 9-09 SECTION 9-10 GENERAL HYDROLOGIC ANALYSIS OPEN CHANNELS EROSION CONTROL AND ENERGY DISSIPATION MEDIAN DRAINAGE CROSSROAD STRUCTURES PAVEMENT DRAINAGE STORM SEWERS SANITARY SEWERS NON-HYDRAULIC ASPECTS OF DRAINAGE DESIGN

11 Abbreviations Standard Forms

12 Cost Estimating Guide for Rural Preliminary Design When to Turn in PATS Forms

13 Work Procedure Guide Municipal Agreement County Agreement

14 National Highway System in Missouri Federal Funds Policies

15 Conceptual Study Report R Conceptual Study Report R Minimum Design Standards (Rural) R Minimum Design Standards (Rural) - Footnotes R Minimum Design Standards (Urban) R Pavement Rehabilitation Analysis Data and Conceptual Study Report Straight Line Profile of Existing Pavement Lane Sketch of Existing Pavement and Proposed Lane Additions Design Exception Information Form Cities & Counties Containing SEMA Flood Buyout Land.

16 Location Study Report Request for Environmental Services

17 Basic List of Agencies to be Notified of Date of Hearing Public Hearing Location Sketch Notice of a Formal Public Hearing Notice of an Open-House Public Hearing Project Summary Example of the NEPA Process and Project Schedule Sample Letter to Gather Input from Service Providers Sample Letter to Interested People

18 Preliminary Studies Project Development Process Land Uses Typically Associated with Hazardous Waste Farmland Conversion Impact Rating (Form AD-1006 Sketch Example) Farmland Conversion Impact Rating (Form SCS-CPA-106 Sketch Example)

19 Value Engineering Policy and Procedure Value Engineering Facilitator Responsibilities Value Engineering Project Selection

20 Preliminary Plan Examples Example of Airway-Highway Clearance Sketch Clearance Criteria for Non-Military Airports

21 Identification and Index in Field Notebook Diary and Referenced Point Notes Traffic Safety - Equipment and Procedures Sample Letter Notifying Property Owner of Survey Work Sample Letter Notifying Property Owner of Survey Work Sample Letter Notifying Property Owner of Survey Work

22 Bench Level Notes Bench Level Adjustment Notes Profile and Cross Section Notes Culvert Base Line Notes Culvert Transverse Cross Section Notes Culture Survey Notes Steel R/W Marker Post and Markings Copperweld Right of Way Marker and Markings

23 Photogrammetric Targets Aerial Target Notes Second Order Traverse Notes Target Location Notes Polaris Observation Notes Vertical Control Field Notes Requisition for Aerial Photography (D-101A) Requisition for Prints of Previous Photography (D-102)

24 Example Location Survey Plan R/W Monument Cap and Stamping R/W Witness Post Decal

25 Accuracy for Plan Dimensions

26 Legend and Symbols for Access Control Partial Limited Access Right of Way Marker Location - Spiral Transitions Right of Way Example Questionnaire to Determine Need for Cultural Resource Assessment Access Control at Diamond Interchanges with No Outer Roadways Access Control at Diamond Interchanges with Outer Roadways Access Control at Diamond Interchanges with Urbanized Areas or Where Traffic Signals are Warranted on Crossroads Letter of Certification Sample Letter for Condemnation Sample Letter for Condemnation (Amended Plans) Standard Certification Document Amended Certification Document Changes in Route Status Sketch Details for Determining Proper Section Termini for Change in Route Status Report Typical Details for Disposition at Intersections

27 Tabulation of Quantities Job Special Provisions Table of Contents Experimental Work Plan Costs for Non-Contractual Items Example Equipment and Materials List Cover Letter Example of Pre-Bid Meeting Agenda Tables of Average Working Days per Month

28 General Design Data Notes Sight Distance on Horizontal Curves Vertical Curve Design Data Stopping Sight Distance, Crest Vertical Curves Minimum Passing Sight Distance Operational Sight Distance Warrants for Median Barriers Outer Roadways, Service Roads Sketches

29 Transition for Left Turn Lane with Raised Median (50 & 70 km/h Design) Transitions for Left Turn Lane with Flush Medians (80 & 100 km/h Design) Sample Mailbox Letter, Example Sample Mailbox Letter, Example Mailbox Assembly Standards Roundabout Terminology (Single-lane Roundabout) Appropriate and Inappropriate Sites for Roundabouts Typical Roundabout Dimensions Computation of Roundabout Design Speeds Sight Distance Measurements Leg Separation and Typical Cross-Section Potential Bicycle Lane Treatments Typical Roundabout Signing and Pavement Marking

30 Diamond-Type Interchange Ramps Geometrics of Diamond Interchanges - Ramp Termini Sketch Showing Nose Treatment with Curbs Cloverleaf Design Sketch Showing Storage Lanes Loop Details Folded Diamond Intersection Details Lane Drops for One and Two Lane Ramps

31 Basic Design Criteria Typical Sections - Urban Area Typical Sections - Urban Area Typical Sections - Urban Area Sidewalk

32 Balance Point and Excavation Division Point Examples

33 Embankment at Bridge Ends Truck Climbing Lane Geometric Design Typical Fencing and Guard Cable Installation Plan Standard Temporary Connection for Transition from Single to Dual Lane Design Sight Distances for Combination Highway and Train Vehicle Speeds Guide for Seeding Mixture and Rate of Application Outstanding State Resource Waters Floodplain Encroachment Example Public Interest Findings Letter Data Required for Application of Section 404 Permits Bicycle Path Design Criteria Bicycle Lanes Example of Contract Leveling Course Plans

34 Title Sheet Typical Section Typical Section A Sheet B Sheet B Sheet Project Limits Plan Profile Stream Crossing Project Section Division and Other Data Plan Profile Railroad Crossing Railroad Crossing and At Grade Intersection Plan Profile for Diamond Type Interchange and Outer Roadway Plan Profile for Diamond Type Interchange and Outer Roadway Plan Profile for Crossroad at Diamond Type Interchange Plan for Diamond Type Interchange Plan Profile Through-Way at Cloverleaf Interchange Plan Profile Crossroad at Cloverleaf Type Interchange Plan for Cloverleaf Type Interchange Ramp Profile and Grade Plan Profile for Low Volume Roads Referenced Points Culverts to be Modified or Built in Sections Culvert Section Sheet Bridge Plans Bridge Plans Standard Plans Index Cross Section Sheet Yardage Output Data Yardage Output Data

35 Location of Spill Fills for Abutment Stability Superstructure Depth Requirements Bridge Survey Report Profile Sheet Profile Sheet Stream Crossing Plan Field Check Memorandum Channel Sections

36 Grade Separation Report Form Grade Separation Report Form Grade Separation Report Form Grade Separation Report Form Grade Separation Report Form Grade Separation Report Form Grade Separation Report Form Spill Slope Clearance at Railroads

37 Light Duty Rigid and Flexible Pavement and Shoulder Details Light Duty Rigid and Flexible Pavement and Shoulder Details Light Duty Rigid and Flexible Pavement and Shoulder Details for Two-Way Traffic Light Duty Rigid and Flexible Pavement and Shoulder Details for Dual Lane Facilities Light Duty Rigid and Flexible Pavement and Shoulder Details on Rock Base Medium Duty Rigid and Flexible Pavement and Shoulder Details for Two-Way Traffic Medium Duty Rigid and Flexible Pavement and Shoulder Details for Dual Lane Facilities Heavy Duty Rigid and Flexible Pavement and Shoulder Details on Stabilized Permeable Base Medium and Heavy Duty Rigid and Flexible Pavement and Shoulder Details on Rock Base Medium and Heavy Duty Rigid and Flexible Pavement and Shoulder Details Under Bridges Flexible Pavement Thickness Selection Table Rigid Pavement Thickness Selection Table Corridor Designation for Pavement Design

38 Types of Shoulder Stabilization, Urban Area: Less Than ADT Types of Shoulder Stabilization, Urban Area: Greater Than ADT Shoulder Stabilization (Resurfacing Projects)

39 Resurfacing Sketches

40 Estimate Factors Example of Calculating Quantities by Components

41 Utility Clearance Letter

42 Flow Diagram - Utility Adjustments with Project Specific Agreements Master Reimbursable Utility Agreement (MRUA) Process Flow Diagram Utility Adjustments MRUA Certification of Consultant Waiver of Hearing Letter Waiver of Hearing Form Letter to Establish Easement Rights when Utility has No Written Easement Rights List of Utility Agreements Utility Companies Owning Mains Only Lump Sum Estimate Actual Cost Estimate Example of Prepayment Invoice Example Letter Requesting for Funding and Prepayment MHTC Contract Submittal Form Technical and Cost Evaluation Checklist Notice of Hearing Form Report of Personal Service (For Hearing Notices) Early Acquisition of Utility Right of Way Guidelines for Incorporating Utility Adjustments in Roadway Contracts Example of Utility Job Special Provision

43 Utility Permit Procedures - General Utility Permit Procedures - District Design Responsibilities Utility Permit Procedures - District Maintenance & Traffic Responsibilities Utility Permit Procedures - Support Center Design Responsibilities Utility Permit Procedures - Support Center Maintenance Responsibilities Utility Excavation Permit Application Utility Excavation Permit General Provisions Permit Form Minimum Clearance for Overhead Utilities - National Electric Safety Code (NESC), 1990 Edition Permit Rules and Regulations

44 Highway-Railroad Crossing Data (D-20) Flow Chart, Off-System Signals DED/DOT Questionnaire for New Grade Crossing DED/DOT Questionnaire for Grade Separation

45 FHWA and MoDOT Metric Policy on Federal-Aid Highway Projects

46 Typical Basic Lighting Plan for Diamond Interchanges Typical Basic Lighting Plan for Directional Interchange Typical Basic Lighting Plan for Cloverleaf Interchange Typical Basic Lighting Plan for Signalized Interchange, Channelized Intersections and Roundabouts Using Divisional Islands Typical Lighting for Signalized Intersections Typical Basic Lighting Plan for Unchannelized/Unsignalized Intersections Typical Lighting Plan for Lighting By Permit Lighting Warrants for Basic and Continuous Highway Lighting Continuous Lighting-Luminaires At 13.5 m (45 Ft.) Mounting Height - Staggered Across Roadway Continuous Lighting-Luminaires At 13.5 m (45 Ft.) Mounting Height - One Side of Roadway Electrical Component Tables Photometric Data W Type II-M-S Photometric Data W Type III-M-S Photometric Data W Type III-M-S Photometric Data W Type III-M IES Distribution Diagrams Luminaire Locations For Lighting Island Noses Limits of Silhouette Discernment Lighting Limits of Direct Reflectance Lighting Basic Lighting At Ramps

47 Traffic Signal Design Flow Diagram Warrants for Traffic Signals Fire Station Signal Turning Movement Diagram & Summary, HP Louvers - Angle of Complete Obscurity Driver Reaction to Yellow: Dilemma Zone Determination Traffic Control Quantity Sheet Traffic Signal Control Operation Worksheet for Left Turn Phasing - Safety Warrants Worksheet for Left Turn Phasing - Capacity Warrants Wire Properties, Power Requirements and Cable and Breaker Sizing Cable and Conduit Data Typical Layout For Induction Loop Detectors Typical Layout For Microloop Detectors

48 Typical Signing Plan for Diamond Interchange Typical Signing Plan for Cloverleaf Interchange Wrong Way Traffic Control at Ramp Terminals Example D Example D Example D Example D Example D Example Cross Sections (Box Truss - Cantilever and Butterfly) Example Cross Sections (Box Truss - Span) Example Cross Sections (Tubular Supports - One Arm Span) Example Cross Sections (Ground Mounted Signs) General Procedures for Truss Design Concrete for Tubular Steel Support Footings Design Details Overhead Sign Trusses - Structural Steel Design Details Overhead Sign Trusses - Aluminum Design Details Overhead Sign Trusses - Butterfly and Cantilever Structural Steel Shoulder Mount Traffic Signs - Wide Flange Section Steel Posts - One Sign Post Design Numbers Chart for One Sign m (8') Clear Height Post Design Numbers Chart for One Sign m (12') Clear Height Post Design Numbers Chart for One Sign m (16') Clear Height Post Design Numbers Chart for One Sign m (20') Clear Height Post Design Numbers Chart for One Sign m (24') Clear Height Shoulder Mount Traffic Signs - Wide Flange Section Steel Posts - Two Signs Post Design Numbers Chart for One Sign m (8') Clear Height Post Design Numbers Chart for One Sign m (12') Clear Height Post Design Numbers Chart for One Sign m (16') Clear Height Post Design Numbers Chart for One Sign m (20') Clear Height Post Design Numbers Chart for One Sign m (24') Clear Height Pipe Post Chart for Ground Mount Interstate Sign Control Cities Existing and Preliminary Signing Plans Flowcharts Final Signing Plans Flowchart Sign Abbreviations

49 Sign, Spacing, Device Spacing and Channelizing Taper Lengths Signs and Devices Traffic Control Work Zone Components Beginning and End of Project Equipment Crossing or Entrance Temporary Road Closure Shoulder Work Lane Restriction Detour Two -Lane Undivided Highway Diversion Temporary Connection Public Road Crossing Another Road Under Construction One-Lane Two-Way Operation Lane Widening or Addition Lane Closure Lane Shift Crossover on Divided Highway Moving Operation on Highway Open to Traffic Short Term Pavement Marking Signing and Marking of No Center Stripe Area on Two-Lane Undivided Highway Diamond-Shaped Warning Signs in Narrow Medians "Work Zone Fine" Sign Usage Example Pavement Marking Selection

50 Rainfall Intensity-Duration-Frequency Curves for MoDOT District Rainfall Intensity-Duration-Frequency Curves for MoDOT District Rainfall Intensity-Duration-Frequency Curves for MoDOT District Rainfall Intensity-Duration-Frequency Curves for MoDOT District Rainfall Intensity-Duration-Frequency Curves for MoDOT District Rainfall Intensity-Duration-Frequency Curves for MoDOT District Rainfall Intensity-Duration-Frequency Curves for MoDOT District Rainfall Intensity-Duration-Frequency Curves for MoDOT District Rainfall Intensity-Duration-Frequency Curves for MoDOT District Rainfall Intensity-Duration-Frequency Curves for MoDOT District Typical Drainage-Basin Shapes Dimensionless Hydrograph for Small Basins in Missouri Missouri's Hydrologic Regions Weir Configurations Broad-Crested Weir Coefficients

51 Ft. Channel Chart - 2: Ft. Channel Chart - 2: Ft. Channel Chart - 2: Ft. Channel Chart - 2: Ft. Channel Chart - 2: Ft. Channel Chart - 2: Ft. Channel Chart - 6:1, 2: Ft. Channel Chart - 6:1, 3: V Channel Chart - 3:1, 2: V Channel Chart - 4:1, 2: V Channel Chart - 4:1, 3: V Channel Chart - 4:1, 4: V Channel Chart - 6:1, 2: V Channel Chart - 6:1, 3: Pipe Flow Chart 12-Inch Diameter Pipe Flow Chart 15-Inch Diameter Pipe Flow Chart 18-Inch Diameter Pipe Flow Chart 21-Inch Diameter Pipe Flow Chart 24-Inch Diameter Pipe Flow Chart 30-Inch Diameter Pipe Flow Chart 36-Inch Diameter Pipe Flow Chart 42-Inch Diameter Pipe Flow Chart 48-Inch Diameter Pipe Flow Chart 54-Inch Diameter Pipe Flow Chart 60-Inch Diameter Pipe Flow Chart 66-Inch Diameter Pipe Flow Chart 72-Inch Diameter Pipe Flow Chart 84-Inch Diameter Ft. Channel - Vertical Ft. Channel - Vertical Ft. Channel - Vertical Ft. Channel - Vertical Ft. Channel - Vertical Ft. Channel - Vertical Ft. Channel - Vertical Continued

52 Ft. Channel - Vertical Ft. Channel - Vertical Nomograph Manning s Equation Manning s Roughness for Retardance Class C Vegetation Ft. Grassed Channel Chart 6:1, 2: Ft. Grassed Channel Chart 6:1, 2.5: Ft. Grassed Channel Chart 6:1, 3: Ft. Grassed Channel Chart 6:1, 4: Ft. Grassed Channel Chart 6:1, 6: Ft. Grassed Channel Chart 4:1, 2: Ft. Grassed Channel Chart 4:1, 2.5: Ft. Grassed Channel Chart 4:1, 3: Ft. Grassed Channel Chart 4:1, 4: Ft. Grassed Channel Chart 5.5:1, 5.5: Ft. Grassed Channel Chart 3:1, 2: Ft. Grassed Channel Chart 3:1, 2.5: Ft. Grassed Channel Chart 3:1, 3: Ft. Grassed Channel Chart 2.5:1, 2: Ft. Grassed Channel Chart 2.5:1, 2.5: Ft. Grassed Channel Chart 2:1, 2: Part-Full Circular Pipe Flow Properties

53 Stability of Natural Channels at Culvert Outlet Hydraulic Performance of an Energy dissipating Headwall

54 Capacity of Type S Median Inlets Runoff - 60 Ft. Median - Grassed Slopes Rainfall Factor Map

55 Inlet Control Nomograph for C.M.P Inlet Control Nomograph for C.M.P. Arch Inlet Control Nomograph for Concrete Pipe Inlet Control Nomograph for Elliptical Concrete Pipe Inlet Control Nomograph for Box Culverts Outlet Control Nomograph for C.M.P Outlet Control Nomograph for Structural Plate C.M.P Outlet Control Nomograph for C.M.P. Arch Outlet Control Nomograph for Structural Plate C.M.P Arch Outlet Control Nomograph for Concrete Pipe Outlet Control Nomograph for Elliptical Concrete Pipe Outlet Control Nomograph for Square Concrete Box Culvert Critical Depth for Circular Pipe Critical Depth for Box Culverts Critical Depth for Elliptical Concrete Pipe Critical Depth for C.M.P. Arch Critical Depth for Structural Plate C.M.P. Arch

56 Composite Curb-and-Gutter Section

57 Upper Limits of Class 3 Excavation and Data for Design of Drainage Structures in Fill Box Culverts Built in Section and Modified Culverts Computation Sheet - Sections of Culvert Under Excessive Fills Slopes for Skewed Culvert Sections Maximum Limits for Class 3 Excavation Allowable Overfills for Corrugated Metal Pipe-Arches Allowable Overfills for Structural Plate Pipe

58 INDIVIDUAL CHAPTER TABLES OF CONTENTS CHAPTER I CHAPTER II CHAPTER III CHAPTER IV CHAPTER V CHAPTER VI GENERAL INFORMATION PRELIMINARY DESIGN SURVEYS DETAIL DESIGN BRIDGE REPORT AND LAYOUT PAVEMENT STRUCTURE DESIGN CHAPTER VII UTILITIES CHAPTER VIII TRAFFIC CONTROL DEVICES CHAPTER IX HYDRAULICS AND DRAINAGE

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