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2009 Edition Part 6. Temporary Traffic Control
| [ Chapter 6A ] | [ Chapter 6B ] | [ Chapter 6C ] | [ Chapter 6D ] | [ Chapter 6E ] | 
| [ Chapter 6F ] | [ Chapter 6G ] | [ Chapter 6H ] | [ Chapter 6I ] | |
| [ Figures ] | [ Tables ] | 
| CHAPTER 6A. | GENERAL | 
|---|---|
| Section 6A.01 | General | 
| CHAPTER 6B. | FUNDAMENTAL PRINCIPLES | 
| Section 6B.01 | Fundamental Principles of Temporary Traffic Control | 
| CHAPTER 6C. | TEMPORARY TRAFFIC CONTROL ELEMENTS | 
| Section 6C.01 | Temporary Traffic Control Plans | 
| Section 6C.02 | Temporary Traffic Control Zones | 
| Section 6C.03 | Components of Temporary Traffic Control Zones | 
| Section 6C.04 | Advance Warning Area | 
| Section 6C.05 | Transition Area | 
| Section 6C.06 | Activity Area | 
| Section 6C.07 | Termination Area | 
| Section 6C.08 | Tapers | 
| Section 6C.09 | Detours and Diversions | 
| Section 6C.10 | One-Lane, Two-Way Traffic Control | 
| Section 6C.11 | Flagger Method of One-Lane, Two-Way Traffic Control | 
| Section 6C.12 | Flag Transfer Method of One-Lane, Two-Way Traffic Control | 
| Section 6C.13 | Pilot Car Method of One-Lane, Two-Way Traffic Control | 
| Section 6C.14 | Temporary Traffic Control Signal Method of One-Lane, Two-Way Traffic Control | 
| Section 6C.15 | Stop or Yield Control Method of One-Lane, Two-Way Traffic Control | 
| CHAPTER 6D. | PEDESTRIAN AND WORKER SAFETY | 
| Section 6D.01 | Pedestrian Considerations | 
| Section 6D.02 | Accessibility Considerations | 
| Section 6D.03 | Worker Safety Considerations | 
| CHAPTER 6E. | FLAGGER CONTROL | 
| Section 6E.01 | Qualifications for Flaggers | 
| Section 6E.02 | High-Visibility Safety Apparel | 
| Section 6E.03 | Hand-Signaling Devices | 
| Section 6E.04 | Automated Flagger Assistance Devices | 
| Section 6E.05 | STOP/SLOW Automated Flagger Assistance Devices | 
| Section 6E.06 | Red/Yellow Lens Automated Flagger Assistance Devices | 
| Section 6E.07 | Flagger Procedures | 
| Section 6E.08 | Flagger Stations | 
| CHAPTER 6F. | TEMPORARY TRAFFIC CONTROL ZONE DEVICES | 
| Section 6F.01 | Types of Devices | 
| Section 6F.02 | General Characteristics of Signs | 
| Section 6F.03 | Sign Placement | 
| Section 6F.04 | Sign Maintenance | 
| Section 6F.05 | Regulatory Sign Authority | 
| Section 6F.06 | Regulatory Sign Design | 
| Section 6F.07 | Regulatory Sign Applications | 
| Section 6F.08 | ROAD (STREET) CLOSED Sign (R11-2) | 
| Section 6F.09 | Local Traffic Only Signs (R11-3a, R11-4) | 
| Section 6F.10 | Weight Limit Signs (R12-1, R12-2, R12-5) | 
| Section 6F.11 | STAY IN LANE Sign (R4-9) | 
| Section 6F.12 | Work Zone and Higher Fines Signs and Plaques | 
| Section 6F.13 | PEDESTRIAN CROSSWALK Sign (R9-8) | 
| Section 6F.14 | SIDEWALK CLOSED Signs (R9-9, R9-10, R9-11, R9-11a) | 
| Section 6F.15 | Special Regulatory Signs | 
| Section 6F.16 | Warning Sign Function, Design, and Application | 
| Section 6F.17 | Position of Advance Warning Signs | 
| Section 6F.18 | ROAD (STREET) WORK Sign (W20-1) | 
| Section 6F.19 | DETOUR Sign (W20-2) | 
| Section 6F.20 | ROAD (STREET) CLOSED Sign (W20-3) | 
| Section 6F.21 | ONE LANE ROAD Sign (W20-4) | 
| Section 6F.22 | Lane(s) Closed Signs (W20-5, W20-5a) | 
| Section 6F.23 | CENTER LANE CLOSED AHEAD Sign (W9-3) | 
| Section 6F.24 | Lane Ends Sign (W4-2) | 
| Section 6F.25 | ON RAMP Plaque (W13-4P) | 
| Section 6F.26 | RAMP NARROWS Sign (W5-4) | 
| Section 6F.27 | SLOW TRAFFIC AHEAD Sign (W23-1) | 
| Section 6F.28 | EXIT OPEN and EXIT CLOSED Signs (E5-2, E5-2a) | 
| Section 6F.29 | EXIT ONLY Sign (E5-3) | 
| Section 6F.30 | NEW TRAFFIC PATTERN AHEAD Sign (W23-2) | 
| Section 6F.31 | Flagger Signs (W20-7, W20-7a) | 
| Section 6F.32 | Two-Way Traffic Sign (W6-3) | 
| Section 6F.33 | Workers Signs (W21-1, W21-1a) | 
| Section 6F.34 | FRESH OIL (TAR) Sign (W21-2) | 
| Section 6F.35 | ROAD MACHINERY AHEAD Sign (W21-3) | 
| Section 6F.36 | Motorized Traffic Signs (W8-6, W11-10) | 
| Section 6F.37 | Shoulder Work Signs (W21-5, W21-5a, W21-5b) | 
| Section 6F.38 | SURVEY CREW Sign (W21-6) | 
| Section 6F.39 | UTILITY WORK Sign (W21-7) | 
| Section 6F.40 | Signs for Blasting Areas | 
| Section 6F.41 | BLASTING ZONE AHEAD Sign (W22-1) | 
| Section 6F.42 | TURN OFF 2-WAY RADIO AND CELL PHONE Sign (W22-2) | 
| Section 6F.43 | END BLASTING ZONE Sign (W22-3) | 
| Section 6F.44 | Shoulder Signs and Plaque (W8-4, W8-9, W8-17, and W8-17P) | 
| Section 6F.45 | UNEVEN LANES Sign (W8-11) | 
| Section 6F.46 | STEEL PLATE AHEAD Sign (W8-24) | 
| Section 6F.47 | NO CENTER LINE Sign (W8-12) | 
| Section 6F.48 | Reverse Curve Signs (W1-4 Series) | 
| Section 6F.49 | Double Reverse Curve Signs (W24-1 Series) | 
| Section 6F.50 | Other Warning Signs | 
| Section 6F.51 | Special Warning Signs | 
| Section 6F.52 | Advisory Speed Plaque (W13-1P) | 
| Section 6F.53 | Supplementary Distance Plaque (W7-3aP) | 
| Section 6F.54 | Motorcycle Plaque (W8-15P) | 
| Section 6F.55 | Guide Signs | 
| Section 6F.56 | ROAD WORK NEXT XX MILES Sign (G20-1) | 
| Section 6F.57 | END ROAD WORK Sign (G20-2) | 
| Section 6F.58 | PILOT CAR FOLLOW ME Sign (G20-4) | 
| Section 6F.59 | Detour Signs (M4-8, M4-8a, M4-8b, M4-9, M4-9a, M4-9b, M4-9c, and M4-10) | 
| Section 6F.60 | Portable Changeable Message Signs | 
| Section 6F.61 | Arrow Boards | 
| Section 6F.62 | High-Level Warning Devices (Flag Trees) | 
| Section 6F.63 | Channelizing Devices | 
| Section 6F.64 | Cones | 
| Section 6F.65 | Tubular Markers | 
| Section 6F.66 | Vertical Panels | 
| Section 6F.67 | Drums | 
| Section 6F.68 | Type 1, 2, or 3 Barricades | 
| Section 6F.69 | Direction Indicator Barricades | 
| Section 6F.70 | Temporary Traffic Barriers as Channelizing Devices | 
| Section 6F.71 | Longitudinal Channelizing Devices | 
| Section 6F.72 | Temporary Lane Separators | 
| Section 6F.73 | Other Channelizing Devices | 
| Section 6F.74 | Detectable Edging for Pedestrians | 
| Section 6F.75 | Temporary Raised Islands | 
| Section 6F.76 | Opposing Traffic Lane Divider and Sign (W6-4) | 
| Section 6F.77 | Pavement Markings | 
| Section 6F.78 | Temporary Markings | 
| Section 6F.79 | Temporary Raised Pavement Markers | 
| Section 6F.80 | Delineators | 
| Section 6F.81 | Lighting Devices | 
| Section 6F.82 | Floodlights | 
| Section 6F.83 | Warning Lights | 
| Section 6F.84 | Temporary Traffic Control Signals | 
| Section 6F.85 | Temporary Traffic Barriers | 
| Section 6F.86 | Crash Cushions | 
| Section 6F.87 | Rumble Strips | 
| Section 6F.88 | Screens | 
| CHAPTER 6G. | TYPE OF TEMPORARY TRAFFIC CONTROL ZONE ACTIVITIES | 
| Section 6G.01 | Typical Applications | 
| Section 6G.02 | Work Duration | 
| Section 6G.03 | Location of Work | 
| Section 6G.04 | Modifications To Fulfill Special Needs | 
| Section 6G.05 | Work Affecting Pedestrian and Bicycle Facilities | 
| Section 6G.06 | Work Outside of the Shoulder | 
| Section 6G.07 | Work on the Shoulder with No Encroachment | 
| Section 6G.08 | Work on the Shoulder with Minor Encroachment | 
| Section 6G.09 | Work Within the Median | 
| Section 6G.10 | Work Within the Traveled Way of a Two-Lane Highway | 
| Section 6G.11 | Work Within the Traveled Way of an Urban Street | 
| Section 6G.12 | Work Within the Traveled Way of a Multi-Lane, Non-Access Controlled Highway | 
| Section 6G.13 | Work Within the Traveled Way at an Intersection | 
| Section 6G.14 | Work Within the Traveled Way of a Freeway or Expressway | 
| Section 6G.15 | Two-Lane, Two-Way Traffic on One Roadway of a Normally Divided Highway | 
| Section 6G.16 | Crossovers | 
| Section 6G.17 | Interchanges | 
| Section 6G.18 | Work in the Vicinity of a Grade Crossing | 
| Section 6G.19 | Temporary Traffic Control During Nighttime Hours | 
| CHAPTER 6H. | TYPICAL APPLICATIONS | 
| Section 6H.01 | Typical Applications | 
| CHAPTER 6I. | CONTROL OF TRAFFIC THROUGH TRAFFIC INCIDENT MANAGEMENT AREAS | 
| Section 6I.01 | General | 
| Section 6I.02 | Major Traffic Incidents | 
| Section 6I.03 | Intermediate Traffic Incidents | 
| Section 6I.04 | Minor Traffic Incidents | 
| Section 6I.05 | Use of Emergency-Vehicle Lighting | 
| CHAPTER 6C. | TEMPORARY TRAFFIC CONTROL ELEMENTS | 
|---|---|
| Figure 6C-1 | Component Parts of a Temporary Traffic Control Zone | 
| Figure 6C-2 | Types of Tapers and Buffer Spaces | 
| Figure 6C-3 | Example of a One-Lane, Two-Way Traffic Taper | 
| CHAPTER 6E. | FLAGGER CONTROL | 
| Figure 6E-1 | Example of the Use of a STOP/SLOW Automated Flagger Assistance Device (AFAD) | 
| Figure 6E-2 | Example of the Use of a Red/Yellow Lens Automated Flagger Assistance Device (AFAD) | 
| Figure 6E-3 | Use of Hand-Signaling Devices by Flaggers | 
| CHAPTER 6F. | TEMPORARY TRAFFIC CONTROL ZONE DEVICES | 
| Figure 6F-1 | Height and Lateral Location of Signs—Typical Installations | 
| Figure 6F-2 | Methods of Mounting Signs Other Than on Posts | 
| Figure 6F-3 | Regulatory Signs and Plaques in Temporary Traffic Control Zones | 
| Figure 6F-4 | Warning Signs and Plaques in Temporary Traffic Control Zones | 
| Figure 6F-5 | Exit Open and Closed and Detour Signs | 
| Figure 6F-6 | Advance Warning Arrow Board Display Specifications | 
| Figure 6F-7 | Channelizing Devices | 
| CHAPTER 6H. | TYPICAL APPLICATIONS | 
| Figure 6H-1 | Work Beyond the Shoulder (TA-1) | 
| Figure 6H-2 | Blasting Zone (TA-2) | 
| Figure 6H-3 | Work on the Shoulders (TA-3) | 
| Figure 6H-4 | Short-Duration or Mobile Operation on a Shoulder (TA-4) | 
| Figure 6H-5 | Shoulder Closure on a Freeway (TA-5) | 
| Figure 6H-6 | Shoulder Work with Minor Encroachment (TA-6) | 
| Figure 6H-7 | Road Closure with a Diversion (TA-7) | 
| Figure 6H-8 | Road Closure with an Off-Site Detour (TA-8) | 
| Figure 6H-9 | Overlapping Routes with a Detour (TA-9) | 
| Figure 6H-10 | Lane Closure on a Two-Lane Road Using Flaggers (TA-10) | 
| Figure 6H-11 | Lane Closure on a Two-Lane Road with Low Traffic Volumes (TA-11) | 
| Figure 6H-12 | Lane Closure on a Two-Lane Road Using Traffic Control Signals (TA-12) | 
| Figure 6H-13 | Temporary Road Closure (TA-13) | 
| Figure 6H-14 | Haul Road Crossing (TA-14) | 
| Figure 6H-15 | Work in the Center of a Road with Low Traffic Volumes (TA-15) | 
| Figure 6H-16 | Surveying Along the Center Line of a Road with Low Traffic Volumes (TA-16) | 
| Figure 6H-17 | Mobile Operations on a Two-Lane Road (TA-17) | 
| Figure 6H-18 | Lane Closure on a Minor Street (TA-18) | 
| Figure 6H-19 | Detour for One Travel Direction (TA-19) | 
| Figure 6H-20 | Detour for a Closed Street (TA-20) | 
| Figure 6H-21 | Lane Closure on the Near Side of an Intersection (TA-21) | 
| Figure 6H-22 | Right-Hand Lane Closure on the Far Side of an Intersection (TA-22) | 
| Figure 6H-23 | Left-Hand Lane Closure on the Far Side of an Intersection (TA-23) | 
| Figure 6H-24 | Half Road Closure on the Far Side of an Intersection (TA-24) | 
| Figure 6H-25 | Multiple Lane Closures at an Intersection (TA-25) | 
| Figure 6H-26 | Closure in the Center of an Intersection (TA-26) | 
| Figure 6H-27 | Closure at the Side of an Intersection (TA-27) | 
| Figure 6H-28 | Sidewalk Detour or Diversion (TA-28) | 
| Figure 6H-29 | Crosswalk Closures and Pedestrian Detours (TA-29) | 
| Figure 6H-30 | Interior Lane Closure on a Multi-Lane Street (TA-30) | 
| Figure 6H-31 | Lane Closures on a Street with Uneven Directional Volumes (TA-31) | 
| Figure 6H-32 | Half Road Closure on a Multi-Lane, High-Speed Highway (TA-32) | 
| Figure 6H-33 | Stationary Lane Closure on a Divided Highway (TA-33) | 
| Figure 6H-34 | Lane Closure with a Temporary Traffic Barrier (TA-34) | 
| Figure 6H-35 | Mobile Operation on a Multi-Lane Road (TA-35) | 
| Figure 6H-36 | Lane Shift on a Freeway (TA-36) | 
| Figure 6H-37 | Double Lane Closure on a Freeway (TA-37) | 
| Figure 6H-38 | Interior Lane Closure on a Freeway (TA-38) | 
| Figure 6H-39 | Median Crossover on a Freeway (TA-39) | 
| Figure 6H-40 | Median Crossover for an Entrance Ramp (TA-40) | 
| Figure 6H-41 | Median Crossover for an Exit Ramp (TA-41) | 
| Figure 6H-42 | Work in the Vicinity of an Exit Ramp (TA-42) | 
| Figure 6H-43 | Partial Exit Ramp Closure (TA-43) | 
| Figure 6H-44 | Work in the Vicinity of an Entrance Ramp (TA-44) | 
| Figure 6H-45 | Temporary Reversible Lane Using Movable Barriers (TA-45) | 
| Figure 6H-46 | Work in the Vicinity of a Grade Crossing (TA-46) | 
| CHAPTER 6I. | CONTROL OF TRAFFIC THROUGH TRAFFIC INCIDENT MANAGEMENT AREAS | 
| Figure 6I-1 | Examples of Traffic Incident Management Area Signs | 
| CHAPTER 6C. | TEMPORARY TRAFFIC CONTROL ELEMENTS | 
|---|---|
| Table 6C-1 | Recommended Advance Warning Sign Minimum Spacing | 
| Table 6C-2 | Stopping Sight Distance as a Function of Speed | 
| Table 6C-3 | Taper Length Criteria for Temporary Traffic Control Zones | 
| Table 6C-4 | Formulas for Determining Taper Length | 
| CHAPTER 6E. | FLAGGER CONTROL | 
| Table 6E-1 | Stopping Sight Distance as a Function of Speed | 
| CHAPTER 6F. | TEMPORARY TRAFFIC CONTROL ZONE DEVICES | 
| Table 6F-1 | Temporary Traffic Control Zone Sign and Plaque Sizes | 
| CHAPTER 6H. | TYPICAL APPLICATIONS | 
| Table 6H-1 | Index to Typical Applications | 
| Table 6H-2 | Meaning of Symbols on Typical Application Diagrams | 
| Table 6H-3 | Meaning of Letter Codes on Typical Application Diagrams | 
| Table 6H-4 | Formulas for Determining Taper Length | 









