{"id":454778,"date":"2024-10-20T09:37:20","date_gmt":"2024-10-20T09:37:20","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/dot-mutcd-2023-11ed\/"},"modified":"2024-10-26T17:51:46","modified_gmt":"2024-10-26T17:51:46","slug":"dot-mutcd-2023-11ed","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/dot\/dot-mutcd-2023-11ed\/","title":{"rendered":"DOT MUTCD 2023 11ed"},"content":{"rendered":"

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PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
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5<\/td>\nMANUAL ON UNIFORM TRAFFIC CONTROL DEVICESTABLE OF CONTENTS
PART 1 GENERAL
PART 2 SIGNS <\/td>\n<\/tr>\n
15<\/td>\nPART 3 MARKINGS <\/td>\n<\/tr>\n
17<\/td>\nPART 4 HIGHWAY TRAFFIC SIGNALS <\/td>\n<\/tr>\n
21<\/td>\nPART 5 TRAFFIC CONTROL DEVICE CONSIDERATIONS FOR AUTOMATED VEHICLES
PART 6 TEMPORARY TRAFFIC CONTROL <\/td>\n<\/tr>\n
24<\/td>\nPART 7 TRAFFIC CONTROL FOR SCHOOL AREAS <\/td>\n<\/tr>\n
25<\/td>\nPART 8 TRAFFIC CONTROL FOR RAILROAD AND LIGHT RAIL TRANSIT GRADE CROSSINGS <\/td>\n<\/tr>\n
26<\/td>\nPART 9 TRAFFIC CONTROL FOR BICYCLE FACILITIES <\/td>\n<\/tr>\n
28<\/td>\nFIGURES <\/td>\n<\/tr>\n
39<\/td>\nTABLES <\/td>\n<\/tr>\n
41<\/td>\nPART 1GENERAL
CHAPTER 1A. GENERAL
Section 1A.01 Purpose of the MUTCD
Section 1A.02 Traffic Control Devices \u2013 General Description <\/td>\n<\/tr>\n
42<\/td>\nSection 1A.03 Target Road Users
Section 1A.04 Use of the MUTCD <\/td>\n<\/tr>\n
43<\/td>\nSection 1A.05 Relation to Other Publications
Section 1A.06 Uniform Vehicle Code \u2013 Rules of the Road <\/td>\n<\/tr>\n
44<\/td>\nCHAPTER 1B. LEGAL REQUIREMENTS FOR TRAFFIC CONTROL DEVICES
Section 1B.01 National Standard
Section 1B.02 State Adoption and Conformance <\/td>\n<\/tr>\n
45<\/td>\nSection 1B.03 Compliance of Devices <\/td>\n<\/tr>\n
46<\/td>\nSection 1B.04 Interpretations
Section 1B.05 Experimentation <\/td>\n<\/tr>\n
49<\/td>\nSection 1B.06 Changes to the MUTCD
Section 1B.07 Interim Approvals <\/td>\n<\/tr>\n
52<\/td>\nSection 1B.08 Requesting Official Interpretations, Experiments, Changes to the MUTCD, or Interim Approvals <\/td>\n<\/tr>\n
53<\/td>\nCHAPTER 1C. DEFINITIONS, ACRONYMS, AND ABBREVIATIONS USED IN THIS MANUAL
Section 1C.01 Definitions of Headings Used in this Manual
Section 1C.02 Definitions of Words and Phrases Used in this Manual <\/td>\n<\/tr>\n
69<\/td>\nSection 1C.03 Meanings of Acronyms and Abbreviations Used in this Manual <\/td>\n<\/tr>\n
71<\/td>\nCHAPTER 1D. PROVISIONS APPLICABLE TO TRAFFIC CONTROL DEVICES IN GENERAL
Section 1D.01 Purpose and Principles of Traffic Control Devices
Section 1D.02 Responsibility and Authority for Traffic Control Devices <\/td>\n<\/tr>\n
72<\/td>\nSection 1D.03 Engineering Study and Engineering Judgment <\/td>\n<\/tr>\n
73<\/td>\nSection 1D.04 Design of Traffic Control Devices
Section 1D.05 Color Code
Section 1D.06 Public Domain, Copyrights, and Patents <\/td>\n<\/tr>\n
74<\/td>\nSection 1D.07 Advertising
Section 1D.08 Abbreviations Used on Traffic Control Devices <\/td>\n<\/tr>\n
78<\/td>\nSection 1D.09 Placement and Operation of Traffic Control Devices
Section 1D.10 Maintenance of Traffic Control Devices
Section 1D.11 Crashworthiness of Traffic Control Devices and Other Roadside Appurtenances <\/td>\n<\/tr>\n
79<\/td>\nPART 2SIGNS
CHAPTER 2A. GENERAL
Section 2A.01 Function and Purpose of Signs
Section 2A.02 Standardization of Application <\/td>\n<\/tr>\n
80<\/td>\nSection 2A.03 Classification of Signs
Section 2A.04 Design of Signs <\/td>\n<\/tr>\n
82<\/td>\nSection 2A.05 Shapes <\/td>\n<\/tr>\n
83<\/td>\nSection 2A.06 Colors
Section 2A.07 Dimensions <\/td>\n<\/tr>\n
85<\/td>\nSection 2A.08 Word Messages <\/td>\n<\/tr>\n
86<\/td>\nSection 2A.09 Symbols <\/td>\n<\/tr>\n
87<\/td>\nSection 2A.10 Sign Borders
Section 2A.11 Enhanced Conspicuity for Standard Signs <\/td>\n<\/tr>\n
89<\/td>\nSection 2A.12 LEDs Used for Conspicuity Enhancement on Standard Signs <\/td>\n<\/tr>\n
90<\/td>\nSection 2A.13 Standardization of Location <\/td>\n<\/tr>\n
98<\/td>\nSection 2A.14 Overhead Sign Installations
Section 2A.15 Mounting Height <\/td>\n<\/tr>\n
99<\/td>\nSection 2A.16 Lateral Offset <\/td>\n<\/tr>\n
100<\/td>\nSection 2A.17 Orientation
Section 2A.18 Posts and Mountings <\/td>\n<\/tr>\n
101<\/td>\nSection 2A.19 Maintenance
Section 2A.20 Excessive Use of Signs
Section 2A.21 Retroreflection and Illumination <\/td>\n<\/tr>\n
102<\/td>\nSection 2A.22 Maintaining Minimum Retroreflectivity <\/td>\n<\/tr>\n
103<\/td>\nSection 2A.23 Median Opening Treatments for Divided Highways <\/td>\n<\/tr>\n
105<\/td>\nCHAPTER 2B. REGULATORY SIGNS, BARRICADES, AND GATES
Chapter 2B Subchapter and Section Organization <\/td>\n<\/tr>\n
107<\/td>\nGENERAL
Section 2B.01 Application of Regulatory Signs
Section 2B.02 Design of Regulatory Signs
Section 2B.03 Size of Regulatory Signs <\/td>\n<\/tr>\n
114<\/td>\nSection 2B.04 STOP Sign (R1-1) and ALL-WAY Plaque (R1-3P)
Section 2B.05 YIELD Sign (R1-2) <\/td>\n<\/tr>\n
115<\/td>\nSIGNING FOR RIGHT-OF-WAY AT INTERSECTIONS
Section 2B.06 General Considerations <\/td>\n<\/tr>\n
116<\/td>\nSection 2B.07 Determining the Minor Road for Unsignalized Intersections
Section 2B.08 Right-of-Way Intersection Control Considerations <\/td>\n<\/tr>\n
117<\/td>\nSection 2B.09 No Intersection Control
Section 2B.10 Yield Control <\/td>\n<\/tr>\n
118<\/td>\nSection 2B.11 Minor Road Stop Control
Section 2B.12 All-Way Stop Control <\/td>\n<\/tr>\n
119<\/td>\nSection 2B.13 All-Way Stop Control Warrant A: Crash Experience
Section 2B.14 All-Way Stop Control Warrant B: Sight Distance
Section 2B.15 All-Way Stop Control Warrant C: Transition to Signal Control or Transition to Yield Control at a Circular Intersection
Section 2B.16 All-Way Stop Control Warrant D: 8-Hour Volume (Vehicles, Pedestrians, Bicycles)
Section 2B.17 All-Way Stop Control Warrant E: Other Factors
Section 2B.18 STOP Sign or YIELD Sign Placement <\/td>\n<\/tr>\n
121<\/td>\nSection 2B.19 Yield Here To Pedestrians Signs and Stop Here For Pedestrians Signs (R1-5 Series)
Section 2B.20 In-Street and Overhead Pedestrian and Trail Crossing Signs (R1-6 and R1-9 Series) <\/td>\n<\/tr>\n
124<\/td>\nSPEED LIMIT SIGNS AND PLAQUES
Section 2B.21 Speed Limit Sign (R2-1) <\/td>\n<\/tr>\n
127<\/td>\nSection 2B.22 Vehicle Speed Limit Plaques (R2-2P Series)
Section 2B.23 Night Speed Limit Plaque (R2-3P)
Section 2B.24 Minimum Speed Limit Plaque (R2-4P) and Combined Maximum and Minimum Speed Limits Sign (R2-4a)
Section 2B.25 Higher Fines Signs and Plaque (R2-6P, R2-10, and R2-11) <\/td>\n<\/tr>\n
129<\/td>\nMOVEMENT AND LANE CONTROL SIGNS AND PLAQUES
Section 2B.26 Movement Prohibition Signs (R3-1 through R3-4, R3-18, and R3-27) <\/td>\n<\/tr>\n
131<\/td>\nSection 2B.27 Intersection Lane Control Signs (R3-5 through R3-8) <\/td>\n<\/tr>\n
132<\/td>\nSection 2B.28 Mandatory Movement Lane Control Signs (R3-5, R3-5a, R3-7, R3-19 Series, and R3-20) and Plaques <\/td>\n<\/tr>\n
133<\/td>\nSection 2B.29 Optional Movement Lane Control Signs (R3-6 Series)
Section 2B.30 Advance Intersection Lane Control Signs (R3-8 Series) <\/td>\n<\/tr>\n
134<\/td>\nSection 2B.31 RIGHT (LEFT) LANE MUST EXIT Signs (R3-33, R3-33a)
Section 2B.32 Two-Way Left-Turn-Only Signs (R3-9a and R3-9b) and Plaques
Section 2B.33 BEGIN and END Plaques (R3-9cP and R3-9dP)
Section 2B.34 Reversible Lane Control Signs (R3-9e through R3-9i) <\/td>\n<\/tr>\n
137<\/td>\nSection 2B.35 Jughandle Signs (R3-23, R3-24, R3-25, and R3-26 Series) <\/td>\n<\/tr>\n
142<\/td>\nPASSING, KEEP RIGHT, AND SLOW TRAFFIC SIGNS
Section 2B.36 DO NOT PASS Sign (R4-1)
Section 2B.37 PASS WITH CARE Sign (R4-2)
Section 2B.38 KEEP RIGHT EXCEPT TO PASS Sign (R4-16), SLOWER TRAFFIC KEEP RIGHT Sign (R4-3), and TRUCKS USE RIGHT LANE Sign (R4-5)
Section 2B.39 Keep Right and Keep Left Signs (R4-7 Series and R4-8 Series) <\/td>\n<\/tr>\n
144<\/td>\nSection 2B.40 STAY IN LANE Sign (R4-9)
Section 2B.41 RUNAWAY VEHICLES ONLY Sign (R4-10) <\/td>\n<\/tr>\n
146<\/td>\nSection 2B.42 Slow Vehicle Turn-Out Signs (R4-12, R4-13, and R4-14)
Section 2B.43 DO NOT DRIVE ON SHOULDER Sign (R4-17) and DO NOT PASS ON SHOULDER Sign (R4-18)
Section 2B.44 ALL TRAFFIC Sign (R4-20) and RIGHT (LEFT) TURN ONLY Sign (R4-21) <\/td>\n<\/tr>\n
147<\/td>\nSELECTIVE EXCLUSION SIGNS AND PLAQUES
Section 2B.45 Selective Exclusion Signs and Plaques <\/td>\n<\/tr>\n
149<\/td>\nDO NOT ENTER, WRONG WAY, ONE WAY, AND RELATED SIGNS AND PLAQUES
Section 2B.46 DO NOT ENTER Sign (R5-1) <\/td>\n<\/tr>\n
150<\/td>\nSection 2B.47 WRONG WAY Sign (R5-1a) <\/td>\n<\/tr>\n
151<\/td>\nSection 2B.48 Wrong-Way Traffic Control at Interchange Ramps <\/td>\n<\/tr>\n
154<\/td>\nSection 2B.49 ONE WAY Signs (R6-1 and R6-2) <\/td>\n<\/tr>\n
156<\/td>\nSection 2B.50 Divided Highway Crossing Signs (R6-3 and R6-3a) <\/td>\n<\/tr>\n
158<\/td>\nSection 2B.51 Roundabout Circulation Plaque (R6-5P) <\/td>\n<\/tr>\n
163<\/td>\nPARKING, STANDING, STOPPING, AND EMERGENCY RESTRICTION SIGNS
Section 2B.52 Parking, Standing, and Stopping Signs (R7 and R8 Series)
Section 2B.53 Design of Parking, Standing, and Stopping Signs <\/td>\n<\/tr>\n
167<\/td>\nSection 2B.54 Placement of Parking, Standing, and Stopping Signs
Section 2B.55 Emergency Restriction Signs (R8-4 and R8-7) <\/td>\n<\/tr>\n
168<\/td>\nPEDESTRIAN SIGNS
Section 2B.56 WALK ON LEFT FACING TRAFFIC and No Hitchhiking Signs (R9-1, R9-4, and R9-4a)
Section 2B.57 Pedestrian Crossing Signs (R9-2 and R9-3)
Section 2B.58 Traffic Signal Pedestrian and Bicyclist Actuation Signs (R10-1 through R10-4 and R10-24 through R10-26) <\/td>\n<\/tr>\n
171<\/td>\nTRAFFIC SIGNAL SIGNS AND PLAQUES
Section 2B.59 Traffic Signal Signs and Plaques (R10-5 through R10-30) <\/td>\n<\/tr>\n
174<\/td>\nSection 2B.60 No Turn on Red Signs (R10-11 Series, R10-17a, and R10-30) <\/td>\n<\/tr>\n
175<\/td>\nSection 2B.61 Ramp Metering Signs (R10-28 and R10-29) <\/td>\n<\/tr>\n
176<\/td>\nROAD CLOSED AND WEIGHT LIMIT SIGNS
Section 2B.62 KEEP OFF MEDIAN Sign (R11-1) <\/td>\n<\/tr>\n
177<\/td>\nSection 2B.63 ROAD CLOSED Sign (R11-2) and LOCAL TRAFFIC ONLY Signs (R11-3 Series, R11-4)
Section 2B.64 Weight Limit Signs (R12-1 through R12-7) <\/td>\n<\/tr>\n
178<\/td>\nSection 2B.65 Weigh Station Sign (R13-1)
Section 2B.66 TRUCK ROUTE Sign (R14-1)
Section 2B.67 Hazardous Material Signs (R14-2 and R14-3) <\/td>\n<\/tr>\n
179<\/td>\nSection 2B.68 National Network Signs (R14-4 and R14-5) <\/td>\n<\/tr>\n
180<\/td>\nOTHER REGULATORY SIGNS AND PLAQUES
Section 2B.69 Photo Enforced Signs and Plaques (R10-18, R10-18a, R10-19P, R10-19aP)
Section 2B.70 Move Vehicles from Travel Lanes Sign (R16-4) <\/td>\n<\/tr>\n
181<\/td>\nSection 2B.71 Move Over or Reduce Speed Sign (R16-3)
Section 2B.72 No Hand-Held Phone Use by Driver Signs (R16-15 and R16-15a)
Section 2B.73 Headlight Use Signs (R16-5 through R16-11) <\/td>\n<\/tr>\n
182<\/td>\nSection 2B.74 Seat Belt Symbol <\/td>\n<\/tr>\n
183<\/td>\nBARRICADES AND GATES
Section 2B.75 Barricades
Section 2B.76 Gates <\/td>\n<\/tr>\n
185<\/td>\nCHAPTER 2C. WARNING SIGNS AND OBJECT MARKERS
Chapter 2C Subchapter and Section Organization <\/td>\n<\/tr>\n
187<\/td>\nGENERAL
Section 2C.01 Application of Warning Signs
Section 2C.02 Design of Warning Signs
Section 2C.03 Size of Warning Signs and Plaques <\/td>\n<\/tr>\n
192<\/td>\nSection 2C.04 Placement of Warning Signs <\/td>\n<\/tr>\n
193<\/td>\nHORIZONTAL ALIGNMENT WARNING SIGNS AND PLAQUES
Section 2C.05 Horizontal Alignment Warning Signs \u2013 General <\/td>\n<\/tr>\n
194<\/td>\nSection 2C.06 Device Selection for Changes in Horizontal Alignment <\/td>\n<\/tr>\n
195<\/td>\nSection 2C.07 Horizontal Alignment Signs (W1-1 through W1-5, W1-11, and W1-15) <\/td>\n<\/tr>\n
198<\/td>\nSection 2C.08 Chevron Alignment Sign (W1-8)
Section 2C.09 Combination Horizontal Alignment\/Intersection Signs (W1-10 Series) <\/td>\n<\/tr>\n
199<\/td>\nSection 2C.10 One-Direction Large Arrow Sign (W1-6)
Section 2C.11 Truck Rollover Sign (W1-13) <\/td>\n<\/tr>\n
200<\/td>\nSection 2C.12 Advisory Exit and Ramp Speed Signs (W13-2 and W13-3) and Combination Horizontal Alignment\/Advisory Exit and Ramp Speed Signs (W13-6 through W13-13) <\/td>\n<\/tr>\n
206<\/td>\nSection 2C.13 Vehicle Speed Feedback Sign and Plaque (W13-20 and W13-20aP) <\/td>\n<\/tr>\n
207<\/td>\nVERTICAL GRADE WARNING SIGNS AND PLAQUES
Section 2C.14 Hill Signs (W7-1 and W7-1a) <\/td>\n<\/tr>\n
208<\/td>\nSection 2C.15 Truck Escape Ramp Signs (W7-4 Series)
Section 2C.16 HILL BLOCKS VIEW Sign (W7-6) <\/td>\n<\/tr>\n
209<\/td>\nROADWAY GEOMETRY WARNING SIGNS
Section 2C.17 ROAD NARROWS Sign (W5-1) <\/td>\n<\/tr>\n
210<\/td>\nSection 2C.18 NARROW BRIDGE and NARROW UNDERPASS Signs (W5-2 and W5-2a)
Section 2C.19 ONE LANE BRIDGE and ONE LANE UNDERPASS Signs (W5-3 and W5-3a)
Section 2C.20 Divided Highway Sign (W6-1)
Section 2C.21 Divided Highway Ends Sign (W6-2) <\/td>\n<\/tr>\n
211<\/td>\nSection 2C.22 Freeway or Expressway Ends Signs (W19 Series)
Section 2C.23 Double Arrow Sign (W12-1)
Section 2C.24 DEAD END, NO OUTLET, and ROAD ENDS Signs (W14-1, W14-1a, W14-2, W14-2a, W8-26, and W8-26a) <\/td>\n<\/tr>\n
212<\/td>\nSection 2C.25 Low Clearance Signs (W12-2, W12-2a, and W12-2b) <\/td>\n<\/tr>\n
213<\/td>\nROADWAY AND WEATHER-CONDITION WARNING SIGNS AND PLAQUES
Section 2C.26 BUMP and DIP Signs (W8-1 and W8-2)
Section 2C.27 SPEED HUMP Sign (W17-1)
Section 2C.28 PAVEMENT ENDS Sign (W8-3)
Section 2C.29 Shoulder Signs (W8-4, W8-9, W8-17, W8-23, and W8-25) <\/td>\n<\/tr>\n
215<\/td>\nSection 2C.30 Surface Condition Signs (W8-5, W8-7, W8-8, W8-11, W8-13, and W8-14)
Section 2C.31 Warning Signs and Plaque for Motorcyclists (W8-15, W8-15aP, and W8-16)
Section 2C.32 NO CENTER LINE Sign (W8-12)
Section 2C.33 NO TRAFFIC SIGNS Sign (W18-1) <\/td>\n<\/tr>\n
216<\/td>\nSection 2C.34 Weather Condition Signs (W8-18, W8-19, W8-21, and W8-22) <\/td>\n<\/tr>\n
217<\/td>\nTRAFFIC CONTROL AND INTERSECTION WARNING SIGNS AND PLAQUES
Section 2C.35 Advance Traffic Control Signs (W3-1, W3-2, W3-3, and W3-4) <\/td>\n<\/tr>\n
218<\/td>\nSection 2C.36 DRAW BRIDGE Sign (W3-6)
Section 2C.37 Advance Ramp Control Signal Signs (W3-7 and W3-8)
Section 2C.38 NEW TRAFFIC PATTERN and NEW SIGNAL OPERATION AHEAD Signs (W23-2 and W23-2a)
Section 2C.39 WATCH FOR STOPPED TRAFFIC Sign (W26-1)
Section 2C.40 Reduced Speed Limit Ahead and Speed Zone Signs (W3-5, W3-5a, W3-5b, and W3-5c) <\/td>\n<\/tr>\n
219<\/td>\nSection 2C.41 Intersection Warning Signs (W2-1 through W2-8) <\/td>\n<\/tr>\n
220<\/td>\nSection 2C.42 Actuated Advance Intersection Signs (W2-10 and W2-11)
Section 2C.43 Two-Direction Large Arrow Sign (W1-7) <\/td>\n<\/tr>\n
221<\/td>\nSection 2C.44 Traffic Signal Oncoming Extended Green Signs (W25-1 and W25-2) <\/td>\n<\/tr>\n
222<\/td>\nMERGING, TWO-WAY TRAFFIC, AND NO PASSING WARNING SIGNS AND PLAQUES
Section 2C.45 Merge Signs and Plaque (W4-1, W4-5, and W4-5aP) <\/td>\n<\/tr>\n
223<\/td>\nSection 2C.46 Added Lane Signs (W4-3 and W4-6)
Section 2C.47 Lane Ends Signs (W4-2 and W9-1) <\/td>\n<\/tr>\n
227<\/td>\nSection 2C.48 Lanes Merge Signs (W9-4 and W4-8) <\/td>\n<\/tr>\n
228<\/td>\nSection 2C.49 HEAVY MERGE FROM LEFT (RIGHT) Sign (W4-7)
Section 2C.50 RIGHT (LEFT) LANE FOR EXIT ONLY Sign (W9-7) <\/td>\n<\/tr>\n
229<\/td>\nSection 2C.51 Two-Way Traffic Sign (W6-3) <\/td>\n<\/tr>\n
230<\/td>\nSection 2C.52 Two-Way Traffic on a Three-Lane Roadway Signs (W6-5 and W6-5a)
Section 2C.53 NO PASSING ZONE Sign (W14-3) <\/td>\n<\/tr>\n
231<\/td>\nMISCELLANEOUS WARNING SIGNS AND PLAQUES
Section 2C.54 Vehicular Traffic Warning Signs (W8-6, W11-1, W11-5, W11-8, W11-10, W11-11, W11-12P, W11-14, W11-15, and W11-15a) <\/td>\n<\/tr>\n
232<\/td>\nSection 2C.55 Non-Vehicular Warning Signs (W11-2, W11-3, W11-4, W11-6, W11-7, W11-9, and W11-16 through W11-22) <\/td>\n<\/tr>\n
234<\/td>\nSection 2C.56 Playground Sign (W15-1) <\/td>\n<\/tr>\n
235<\/td>\nSUPPLEMENTAL WARNING PLAQUES
Section 2C.57 Use of Supplemental Warning Plaques
Section 2C.58 Design of Supplemental Warning Plaques <\/td>\n<\/tr>\n
236<\/td>\nSection 2C.59 Advisory Speed Plaque (W13-1P) and Confirmation Advisory Speed Plaque (W13-1aP) <\/td>\n<\/tr>\n
237<\/td>\nSection 2C.60 NEW Plaque (W16-15P)
Section 2C.61 Distance Plaques (W16-2 Series, W16-3 Series, W16-4P, and W7-3aP)
Section 2C.62 Supplemental Arrow Plaques (W16-5P and W16-6P)
Section 2C.63 Diagonal Downward-Pointing Arrow Plaques (W16-7P and W16-7aP)
Section 2C.64 Hill-Related Plaques (W7-2 Series and W7-3 Series)
Section 2C.65 Advance Street Name Plaques (W16-8P and W16-8aP) <\/td>\n<\/tr>\n
238<\/td>\nSection 2C.66 Traffic Does Not Stop Plaques (W4-4P Series)
Section 2C.67 IN ROAD and IN STREET Plaques (W16-1P and W16-1aP)
Section 2C.68 EXCEPT BICYCLES Plaque (W16-20P)
Section 2C.69 Photo Enforced Plaques (W16-10P and W16-10aP) <\/td>\n<\/tr>\n
239<\/td>\nOBJECT MARKERS
Section 2C.70 Object Marker Design and Placement Height <\/td>\n<\/tr>\n
240<\/td>\nSection 2C.71 Object Markers for Obstructions within the Roadway
Section 2C.72 Object Markers for Obstructions Adjacent to the Roadway
Section 2C.73 Object Markers for Ends of Roadways <\/td>\n<\/tr>\n
243<\/td>\nCHAPTER 2D. GUIDE SIGNS\u2014CONVENTIONAL ROADS
Chapter 2D Subchapter and Section Organization <\/td>\n<\/tr>\n
245<\/td>\nGENERAL DESIGN
Section 2D.01 Scope of Conventional Road Guide Sign Standards and Application
Section 2D.02 Color, Retroreflection, and Illumination <\/td>\n<\/tr>\n
246<\/td>\nSection 2D.03 Size of Signs
Section 2D.04 Lettering Style <\/td>\n<\/tr>\n
248<\/td>\nSection 2D.05 Size of Lettering <\/td>\n<\/tr>\n
249<\/td>\nSection 2D.06 Amount of Legend
Section 2D.07 Abbreviations <\/td>\n<\/tr>\n
253<\/td>\nSection 2D.08 Arrows <\/td>\n<\/tr>\n
256<\/td>\nROUTE SIGNS AND AUXILIARY PLAQUES
Section 2D.09 Numbered Highway Systems
Section 2D.10 Route Signs and Auxiliary Plaques
Section 2D.11 Design of Route Signs <\/td>\n<\/tr>\n
258<\/td>\nSection 2D.12 Design of Route Sign Auxiliary Plaques <\/td>\n<\/tr>\n
259<\/td>\nSection 2D.13 Junction Auxiliary Plaque (M2-1P)
Section 2D.14 Combination Junction Sign (M2-2)
Section 2D.15 Cardinal Direction Auxiliary Plaques (M3-1P through M3-4P) <\/td>\n<\/tr>\n
260<\/td>\nSection 2D.16 Alternative Route Auxiliary Plaques (M4-1P through M4-4P)
Section 2D.17 ALTERNATE Auxiliary Plaques (M4-1P and M4-1aP)
Section 2D.18 BY-PASS Auxiliary Plaque (M4-2P)
Section 2D.19 BUSINESS Auxiliary Plaque (M4-3P)
Section 2D.20 TRUCK Auxiliary Plaque (M4-4P)
Section 2D.21 TO Auxiliary Plaque (M4-5P) <\/td>\n<\/tr>\n
261<\/td>\nSection 2D.22 END Auxiliary Plaque (M4-6P)
Section 2D.23 BEGIN Auxiliary Plaque (M4-14P)
Section 2D.24 TEMPORARY Auxiliary Plaques (M4-7P and M4-7aP)
Section 2D.25 Temporary Detour Signs and Auxiliary Plaques
Section 2D.26 Advance Turn Arrow Auxiliary Plaques (M5-1P, M5-2P, and M5-3P) <\/td>\n<\/tr>\n
262<\/td>\nSection 2D.27 Lane Designation Auxiliary Plaques (M5-4P, M5-5P, and M5-6P)
Section 2D.28 Directional Arrow Auxiliary Plaques (M6 Series) <\/td>\n<\/tr>\n
263<\/td>\nSIGN ASSEMBLIES
Section 2D.29 Route Sign Assemblies
Section 2D.30 Junction Assembly <\/td>\n<\/tr>\n
270<\/td>\nSection 2D.31 Advance Route Turn Assembly
Section 2D.32 Directional Assembly <\/td>\n<\/tr>\n
271<\/td>\nSection 2D.33 Confirming or Reassurance Assemblies
Section 2D.34 Trailblazer Assembly <\/td>\n<\/tr>\n
272<\/td>\nDESTINATION AND DISTANCE SIGNS
Section 2D.35 Destination and Distance Signs
Section 2D.36 Destination Signs (D1 Series) <\/td>\n<\/tr>\n
274<\/td>\nSection 2D.37 Overhead Arrow-per-Lane Destination Guide Signs <\/td>\n<\/tr>\n
277<\/td>\nSection 2D.38 Combination Lane-Use\/Destination Overhead Guide Sign (D15-1) <\/td>\n<\/tr>\n
278<\/td>\nSection 2D.39 Destination Signs at Circular Intersections
Section 2D.40 Destination Signs at Jughandles
Section 2D.41 Destination Signs at Intersections with Indirect Turning Movements <\/td>\n<\/tr>\n
279<\/td>\nSection 2D.42 Location of Destination Signs
Section 2D.43 Distance Signs (D2 Series) <\/td>\n<\/tr>\n
283<\/td>\nSection 2D.44 Location of Distance Signs <\/td>\n<\/tr>\n
287<\/td>\nSTREET NAME AND PARKING SIGNS
Section 2D.45 Street Name Signs (D3-1 and D3-1a) <\/td>\n<\/tr>\n
290<\/td>\nSection 2D.46 Advance Street Name Signs (D3-2 Series) <\/td>\n<\/tr>\n
291<\/td>\nSection 2D.47 Parking Area Guide Sign (D4-1)
Section 2D.48 PARK – RIDE Sign (D4-2) <\/td>\n<\/tr>\n
292<\/td>\nFREEWAY INTERCHANGE APPROACH SIGNS
Section 2D.49 Signing on Conventional Roads on Approaches to Interchanges <\/td>\n<\/tr>\n
294<\/td>\nSection 2D.50 Freeway Entrance Signs (D13-3 and D13-3a) <\/td>\n<\/tr>\n
301<\/td>\nWEIGH STATION, CROSSOVER, TRUCK AND PASSING LANE, AND EMERGENCY AND SLOW VEHICLE TURN-OUT SIGNS
Section 2D.51 WEIGH STATION Signing (D8 Series)
Section 2D.52 Crossover Signs (D13-1 and D13-2) <\/td>\n<\/tr>\n
303<\/td>\nSection 2D.53 Truck and Passing Lane Signs (D17-1 through D17-4) <\/td>\n<\/tr>\n
306<\/td>\nSection 2D.54 Emergency and Slow Vehicle Turn-Out Signs (D17-5 through D17-7) <\/td>\n<\/tr>\n
308<\/td>\nOTHER GUIDE SIGNS
Section 2D.55 Community Wayfinding Signs <\/td>\n<\/tr>\n
312<\/td>\nSection 2D.56 Signing of Named Highways for Mapping and Address Purposes <\/td>\n<\/tr>\n
313<\/td>\nSection 2D.57 National Scenic Byways Sign and Plaque (M10-1 and M10-1aP) <\/td>\n<\/tr>\n
314<\/td>\nSection 2D.58 State-Designated Scenic Byway, Historic Trail, and Auto Tour Route Signs <\/td>\n<\/tr>\n
319<\/td>\nSection 2D.59 Emergency Routing Signs and Plaques (M4-11 and M4-12 Series) <\/td>\n<\/tr>\n
322<\/td>\nSIGNING AT AIRPORTS
Section 2D.60 Signing at Airports <\/td>\n<\/tr>\n
327<\/td>\nCHAPTER 2E. GUIDE SIGNS\u2014FREEWAYS AND EXPRESSWAYS
Chapter 2E Subchapter and Section Organization <\/td>\n<\/tr>\n
329<\/td>\nGENERAL
Scope of Freeway and Expressway Guide Sign StandardsSection 2E.01
Freeway and Expressway Signing PrinciplesSection 2E.02
Section 2E.03 Guide Sign Classification <\/td>\n<\/tr>\n
330<\/td>\nSection 2E.04 Characteristics of Urban Signing
Section 2E.05 Characteristics of Rural Signing
Section 2E.06 Signing of Named Highways <\/td>\n<\/tr>\n
331<\/td>\nSection 2E.07 Designation of Destinations <\/td>\n<\/tr>\n
333<\/td>\nSIGN DESIGN
Section 2E.08 General
Section 2E.09 Color of Guide Signs
Section 2E.10 Retroreflection or Illumination
Section 2E.11 Interchange Classification
Section 2E.12 Size of Signs and Letters <\/td>\n<\/tr>\n
341<\/td>\nSection 2E.13 lnterline and Edge Spacing
Section 2E.14 Sign Borders
Section 2E.15 Amount of Legend on Guide Signs
Section 2E.16 Abbreviations
Section 2E.17 Symbols <\/td>\n<\/tr>\n
342<\/td>\nSection 2E.18 Arrows for Interchange Guide Signs <\/td>\n<\/tr>\n
343<\/td>\nINSTALLATION
Section 2E.19 Overhead Sign Installations
Section 2E.20 Lateral Offset <\/td>\n<\/tr>\n
344<\/td>\nGUIDE SIGNING FOR INTERCHANGES
Section 2E.21 Interchange Guide Signs
Section 2E.22 Interchange Exit Numbering <\/td>\n<\/tr>\n
352<\/td>\nSection 2E.23 Interchange Advance Guide Signs (E1-1 through E1-3) <\/td>\n<\/tr>\n
354<\/td>\nSection 2E.24 Interchange Sequence Signs (E9-1 and E9-2) <\/td>\n<\/tr>\n
356<\/td>\nSection 2E.25 Exit Direction Signs (E4 Series) <\/td>\n<\/tr>\n
359<\/td>\nSection 2E.26 Exit Gore Signs and Plaque (E5-1 Series) <\/td>\n<\/tr>\n
360<\/td>\nSection 2E.27 Pull-Through Signs (E6-1 Series and E6-2 Series) <\/td>\n<\/tr>\n
361<\/td>\nSection 2E.28 Signing for Interchange Lane Drops without an Optional Exit Lane <\/td>\n<\/tr>\n
364<\/td>\nSection 2E.29 Signing by Type of Interchange
Section 2E.30 Minor Interchange <\/td>\n<\/tr>\n
373<\/td>\nSection 2E.31 Diamond Interchange
Section 2E.32 Diamond Interchange in Urban Area
Section 2E.33 Cloverleaf Interchange <\/td>\n<\/tr>\n
377<\/td>\nSection 2E.34 Cloverleaf Interchange with Collector-Distributor Roadways
Section 2E.35 Partial Cloverleaf Interchange
Section 2E.36 Collector-Distributor Roadways for Successive Interchanges
Section 2E.37 Freeway-to-Freeway Interchanges <\/td>\n<\/tr>\n
384<\/td>\nSection 2E.38 Freeway Split with Dedicated Lanes
Section 2E.39 Signing for Option Lanes at Splits and Multi-Lane Exits <\/td>\n<\/tr>\n
386<\/td>\nSection 2E.40 Design of Overhead Arrow-per-Lane Guide Signs for Option Lanes <\/td>\n<\/tr>\n
391<\/td>\nSection 2E.41 Design of Freeway and Expressway Diagrammatic Advance Guide Signs <\/td>\n<\/tr>\n
396<\/td>\nSection 2E.42 Signing for Intermediate and Minor Interchange Multi-Lane Exits with an Option Lane <\/td>\n<\/tr>\n
401<\/td>\nSection 2E.43 Number of Signs at an Overhead Installation and Sign Spreading <\/td>\n<\/tr>\n
403<\/td>\nSection 2E.44 Closely-Spaced Interchanges
Section 2E.45 Guide Signing in Tunnels and Similar Structures <\/td>\n<\/tr>\n
404<\/td>\nOTHER GUIDE SIGNS
Section 2E.46 Next Exit Plaques (E2-1P and E2-1aP)
Section 2E.47 Post-Interchange Signs
Section 2E.48 Post-Interchange Distance Signs (E7-1 through E7-3) <\/td>\n<\/tr>\n
405<\/td>\nSection 2E.49 Post-Interchange Travel Time Sign (E7-4) <\/td>\n<\/tr>\n
406<\/td>\nSection 2E.50 Distance and Travel Time Sign (E7-5) and Comparative Travel Time Sign (E7-6)
Section 2E.51 Supplemental Guide Signs (E3 Series) <\/td>\n<\/tr>\n
408<\/td>\nSection 2E.52 Community Interchanges Identification Signs (E9-4 and E9-5)
Section 2E.53 Next Exits Signs (E9-3 and E9-3a) <\/td>\n<\/tr>\n
410<\/td>\nSection 2E.54 Weigh Station Signing
Section 2E.55 Route Signs and Trailblazer Assemblies <\/td>\n<\/tr>\n
414<\/td>\nSection 2E.56 Eisenhower Interstate System Signs (M1-10 and M1-10a) <\/td>\n<\/tr>\n
415<\/td>\nSIGNS FOR ROUTE DIVERSION BY VEHICLE CLASS
Section 2E.57 Signs for Route Diversion by Vehicle Class <\/td>\n<\/tr>\n
417<\/td>\nINTERFACE WITH CONVENTIONAL ROADWAYS
Section 2E.58 Signing on Conventional Road Approaches and Connecting Roadways
Section 2E.59 Wrong-Way Traffic Control at Interchange Ramps <\/td>\n<\/tr>\n
419<\/td>\nCHAPTER 2F. TOLL ROAD SIGNS
Chapter 2F Subchapter and Section Organization <\/td>\n<\/tr>\n
420<\/td>\nGENERAL
Section 2F.01 Scope
Section 2F.02 Sizes of Toll Road Signs and Electronic Toll Collection (ETC) System Pictographs
Section 2F.03 Use of Color on Toll Signs <\/td>\n<\/tr>\n
423<\/td>\nREGULATORY SIGNS
Section 2F.04 Regulatory Signs for Toll Plazas <\/td>\n<\/tr>\n
424<\/td>\nSection 2F.05 Electronic Toll Collection (ETC) Account-Only Regulatory Sign and Plaque (R3-31 and R3-32P) <\/td>\n<\/tr>\n
425<\/td>\nWARNING SIGNS
Section 2F.06 Pay Toll and Take Ticket Advance Warning Signs (W9-6 and W9-6e)
Section 2F.07 Pay Toll and Take Ticket Advance Warning Plaques (W9-6bP, W9-6dP, and W9-6gP)
Section 2F.08 Stop Ahead Pay Toll and Take Ticket Warning Signs (W9-6a and W9-6f) <\/td>\n<\/tr>\n
427<\/td>\nSection 2F.09 Stop Ahead Pay Toll and Take Ticket Warning Plaques (W9- 6cP and W9-6hP)
Section 2F.10 LAST EXIT BEFORE TOLL Warning Plaques (W16-16P and W16-16aP)
Section 2F.11 TOLL Warning Plaque (W16-17P) <\/td>\n<\/tr>\n
428<\/td>\nGUIDE SIGNS
Section 2F.12 Toll Facility and Toll Plaza Guide Signs \u2013 General <\/td>\n<\/tr>\n
433<\/td>\nSection 2F.13 Electronic Toll Collection (ETC) Signs \u2013 General <\/td>\n<\/tr>\n
439<\/td>\nSection 2F.14 Advance Signs for Conventional Toll Plazas
Section 2F.15 Advance Signs for Toll Plazas on Diverging Alignments from Open-Road ETC Account-Only Lanes <\/td>\n<\/tr>\n
442<\/td>\nSection 2F.16 Toll Plaza Canopy Signs
Section 2F.17 Guide Signs for Entrances to Electronic Toll Collection (ETC) Only Facilities <\/td>\n<\/tr>\n
443<\/td>\nSection 2F.18 Guide Signs for ETC-Only Entrance Ramps to Non-Toll Highways <\/td>\n<\/tr>\n
444<\/td>\nSection 2F.19 ETC Account Program Information Signs <\/td>\n<\/tr>\n
445<\/td>\nCHAPTER 2G. PREFERENTIAL AND MANAGED LANE SIGNS
Chapter 2G Subchapter and Section Organization <\/td>\n<\/tr>\n
446<\/td>\nGENERAL
Section 2G.01 Scope
Section 2G.02 Sizes of Preferential and Managed Lane Signs <\/td>\n<\/tr>\n
449<\/td>\nREGULATORY SIGNS
Section 2G.03 Regulatory Signs for Preferential Lanes \u2013 General <\/td>\n<\/tr>\n
452<\/td>\nSection 2G.04 Vehicle Occupancy Definition Signs (R3-10 Series and R3-13 Series) <\/td>\n<\/tr>\n
455<\/td>\nSection 2G.05 Preferential Lane Operation Signs (R3-11 Series and R3-14 Series) <\/td>\n<\/tr>\n
457<\/td>\nSection 2G.06 Preferential Lane Advance Signs (R3-12, R3-12e, R3-12f, R3-15, R3-15a, and R3-15d)
Section 2G.07 Preferential Lane Ends Signs (R3-12a, R3-12b, R3-12c, R3-12d, R3-12g, R3-12h, R3-15b, R3-15c, and R3-15e) <\/td>\n<\/tr>\n
458<\/td>\nWARNING SIGNS AND PLAQUE
Section 2G.08 Warning Signs on Median Barriers for Preferential Lanes <\/td>\n<\/tr>\n
459<\/td>\nSection 2G.09 High-Occupancy Vehicle (HOV) Plaque (W16-11P) <\/td>\n<\/tr>\n
460<\/td>\nGUIDE SIGNS
Section 2G.10 Preferential Lane Guide Signs \u2013 General <\/td>\n<\/tr>\n
463<\/td>\nSection 2G.11 Signing for Initial Entry Points to Preferential Lanes
Section 2G.12 Signing for Intermediate Entry Points to Preferential Lanes <\/td>\n<\/tr>\n
468<\/td>\nSection 2G.13 Signing for Egress from Preferential Lanes to General-Purpose Lanes <\/td>\n<\/tr>\n
469<\/td>\nSection 2G.14 Signing for Direct Entrances to Preferential Lanes from Another Highway
Section 2G.15 Signing for Direct Exits from Preferential Lanes to Another Highway <\/td>\n<\/tr>\n
474<\/td>\nMANAGED LANE SIGNS, PLAQUES, AND LANE-USE CONTROL SIGNALS
Section 2G.16 Signs for Managed Lanes \u2013 General
Section 2G.17 Signs for Priced Managed Lanes \u2013 General <\/td>\n<\/tr>\n
475<\/td>\nSection 2G.18 Regulatory Signs for Priced Managed Lanes
Section 2G.19 Guide Signs for Priced Managed Lanes <\/td>\n<\/tr>\n
487<\/td>\nSection 2G.20 Signs for Part-Time Travel on a Shoulder \u2013 General
Section 2G.21 Regulatory Signs and Plaques for Part-Time Travel on a Shoulder <\/td>\n<\/tr>\n
494<\/td>\nSection 2G.22 Warning Signs for Part-Time Travel on a Shoulder
Section 2G.23 Guide Signs for Part-Time Travel on a Shoulder <\/td>\n<\/tr>\n
495<\/td>\nSection 2G.24 Lane-Use Control Signals for Part-Time Travel on a Shoulder
Section 2G.25 Lane-Use Control Signals for Active Lane Management on Freeways and Expressways <\/td>\n<\/tr>\n
497<\/td>\nSection 2G.26 Variable Speed Limits for Active Traffic Management on Freeways and Expressways <\/td>\n<\/tr>\n
499<\/td>\nCHAPTER 2H. GENERAL INFORMATION SIGNS
Section 2H.01 Scope <\/td>\n<\/tr>\n
500<\/td>\nSection 2H.02 Sizes of General Information Signs
Section 2H.03 Airport Signs
Section 2H.04 Traffic Signal Speed Sign (I1-1) <\/td>\n<\/tr>\n
502<\/td>\nSection 2H.05 Jurisdictional Boundary Signs (I2-1)
Section 2H.06 Geographical Feature Signs (I2-2)
Section 2H.07 State Welcome Signs <\/td>\n<\/tr>\n
503<\/td>\nSection 2H.08 Future Interstate Corridor Signs (I2-4 and I2-4a) <\/td>\n<\/tr>\n
504<\/td>\nSection 2H.09 Project Information Sign (I2-5)
Section 2H.10 Grade-Separated Roadway Identification Signs (I2-3 and I2-3a) <\/td>\n<\/tr>\n
506<\/td>\nSection 2H.11 Reference Location Signs (D10-1 through D10-3) and Intermediate Reference Location Signs (D10-1a through D10-3a) <\/td>\n<\/tr>\n
507<\/td>\nSection 2H.12 Enhanced Reference Location Signs (D10-4) and Intermediate Enhanced Reference Location Signs (D10-5) <\/td>\n<\/tr>\n
508<\/td>\nSection 2H.13 Acknowledgment Signs and Plaques (I20 Series) <\/td>\n<\/tr>\n
511<\/td>\nSection 2H.14 Alternative Fuels Corridor Sign (D9-19) <\/td>\n<\/tr>\n
515<\/td>\nCHAPTER 2I. GENERAL SERVICE SIGNS
Section 2I.01 Sizes of General Service Signs
Section 2I.02 General Service Signs for Conventional Roads <\/td>\n<\/tr>\n
520<\/td>\nSection 2I.03 General Service Signs for Freeways and Expressways <\/td>\n<\/tr>\n
523<\/td>\nSection 2I.04 Interstate Oasis Signing (D5-12 Series) <\/td>\n<\/tr>\n
524<\/td>\nSection 2I.05 Rest Area and Other Roadside Area Signs (D5-1 through D5-11 Series)
Section 2I.06 Brake Check Area Signs (D5-13 and D5-14) <\/td>\n<\/tr>\n
526<\/td>\nSection 2I.07 Chain-Up Area Signs (D5-15 and D5-16)
Section 2I.08 Tourist Information and Welcome Center Signs (D5-7 Series and D5-8) <\/td>\n<\/tr>\n
527<\/td>\nSection 2I.09 Radio Information Signing (D12-1 Series) <\/td>\n<\/tr>\n
528<\/td>\nSection 2I.10 Channel 9 Monitored Sign (D12-3)
Section 2I.11 EMERGENCY CALL 911 Sign (D12-4) <\/td>\n<\/tr>\n
529<\/td>\nSection 2I.12 TRAVEL INFO CALL 511 Signs (D12-5 and D12-5a)
Section 2I.13 Roadside Assistance Sign (D12-6)
Section 2I.14 Carpool and Ridesharing Signing (D12-2)
Section 2I.15 Signing for Truck Parking Availability (D9-16b through D9-16e) <\/td>\n<\/tr>\n
532<\/td>\nCHAPTER 2J. SPECIFIC SERVICE SIGNS
Section 2J.01 Eligibility <\/td>\n<\/tr>\n
533<\/td>\nSection 2J.02 Application <\/td>\n<\/tr>\n
536<\/td>\nSection 2J.03 Logos and Business Identification Sign Panels <\/td>\n<\/tr>\n
538<\/td>\nSection 2J.04 Number and Size of Signs and Business Identification Sign Panels <\/td>\n<\/tr>\n
539<\/td>\nSection 2J.05 Size of Lettering
Section 2J.06 Signs at Interchanges <\/td>\n<\/tr>\n
540<\/td>\nSection 2J.07 Single-Exit Interchanges <\/td>\n<\/tr>\n
541<\/td>\nSection 2J.08 Double-Exit Interchanges
Section 2J.09 Collector-Distributor Roadways for Successive Interchanges <\/td>\n<\/tr>\n
543<\/td>\nSection 2J.10 Specific Service Trailblazer Signs
Section 2J.11 Signs at Intersections <\/td>\n<\/tr>\n
544<\/td>\nSection 2J.12 Signing Policy <\/td>\n<\/tr>\n
545<\/td>\nCHAPTER 2K. TOURIST-ORIENTED DIRECTIONAL SIGNS
Section 2K.01 Purpose and Application
Section 2K.02 Design <\/td>\n<\/tr>\n
546<\/td>\nSection 2K.03 Style and Size of Lettering <\/td>\n<\/tr>\n
548<\/td>\nSection 2K.04 Arrangement and Size of Signs
Section 2K.05 Advance Signs
Section 2K.06 Sign Locations <\/td>\n<\/tr>\n
549<\/td>\nSection 2K.07 State Policy <\/td>\n<\/tr>\n
550<\/td>\nCHAPTER 2L. CHANGEABLE MESSAGE SIGNS
Section 2L.01 Description of Changeable Message Signs
Section 2L.02 Applications of Changeable Message Signs <\/td>\n<\/tr>\n
552<\/td>\nSection 2L.03 Legibility and Visibility of Changeable Message Signs <\/td>\n<\/tr>\n
553<\/td>\nSection 2L.04 Design Characteristics of Messages <\/td>\n<\/tr>\n
554<\/td>\nSection 2L.05 Message Length and Units of Information <\/td>\n<\/tr>\n
556<\/td>\nSection 2L.06 Travel Time Messages <\/td>\n<\/tr>\n
559<\/td>\nSection 2L.07 Traffic Safety Campaign Messages
Section 2L.08 Permanently-Located Changeable Message Signs <\/td>\n<\/tr>\n
560<\/td>\nCHAPTER 2M. RECREATIONAL AND CULTURAL INTEREST AREA SIGNS
Section 2M.01 Scope
Section 2M.02 Application of Recreational and Cultural Interest Area Signs
Section 2M.03 Regulatory and Warning Signs
Section 2M.04 General Design Requirements for Recreational and Cultural Interest Area Symbol Guide Signs <\/td>\n<\/tr>\n
561<\/td>\nSection 2M.05 Symbol Sign Sizes <\/td>\n<\/tr>\n
562<\/td>\nSection 2M.06 Use of Educational Plaques
Section 2M.07 Use of Prohibitive Circle and Diagonal for Non-Road Applications <\/td>\n<\/tr>\n
563<\/td>\nSection 2M.08 Placement of Recreational and Cultural Interest Area Symbol Signs
Section 2M.09 Destination Guide Signs <\/td>\n<\/tr>\n
570<\/td>\nSection 2M.10 Memorial or Dedication Signing <\/td>\n<\/tr>\n
571<\/td>\nCHAPTER 2N. EMERGENCY MANAGEMENT SIGNS
Section 2N.01 Emergency Management
Section 2N.02 Design and Use of Emergency Management Signs <\/td>\n<\/tr>\n
572<\/td>\nSection 2N.03 Evacuation Route Signs (EM1 Series) <\/td>\n<\/tr>\n
573<\/td>\nSection 2N.04 AREA CLOSED Sign (EM2-1)
Section 2N.05 TRAFFIC CONTROL POINT Sign (EM2-2)
Section 2N.06 MAINTAIN TOP SAFE SPEED Sign (EM2-3) <\/td>\n<\/tr>\n
574<\/td>\nSection 2N.07 Permit Required Sign (EM2-4)
Section 2N.08 Emergency Aid Center Signs (EM3-1 Series)
Section 2N.09 Shelter Directional Signs (EM4-1 Series) <\/td>\n<\/tr>\n
577<\/td>\nPART 3
MARKINGS
CHAPTER 3A. GENERAL
Section 3A.01 Standardization of Application
Section 3A.02 Materials
Section 3A.03Colors <\/td>\n<\/tr>\n
578<\/td>\nSection 3A.04 Functions, Widths, and Patterns of Longitudinal Pavement Markings
Section 3A.05 Maintaining Minimum Pavement Marking Retroreflectivity <\/td>\n<\/tr>\n
580<\/td>\nCHAPTER 3B. PAVEMENT AND CURB MARKINGS
Section 3B.01 Yellow Center Line Pavement Markings <\/td>\n<\/tr>\n
582<\/td>\nSection 3B.02 Warrants for Yellow Center Lines
Section 3B.03 No-Passing Zone Pavement Markings <\/td>\n<\/tr>\n
583<\/td>\nSection 3B.04 Yellow Pavement Markings for Reversible Lanes
Section 3B.05 Pavement Markings for Two-Way Left-Turn Lanes <\/td>\n<\/tr>\n
586<\/td>\nSection 3B.06 White Lane Line Pavement Markings <\/td>\n<\/tr>\n
588<\/td>\nSection 3B.07 White Lane Line Markings for Non-Continuing Lanes <\/td>\n<\/tr>\n
593<\/td>\nSection 3B.08 Channelizing Lines <\/td>\n<\/tr>\n
602<\/td>\nSection 3B.09 Edge Line Pavement Markings
Section 3B.10 Warrants for Use of Edge Lines <\/td>\n<\/tr>\n
603<\/td>\nSection 3B.11 Application of Pavement Markings through Intersections or Interchanges <\/td>\n<\/tr>\n
606<\/td>\nSection 3B.12 Lane-Reduction Transitions <\/td>\n<\/tr>\n
608<\/td>\nSection 3B.13 Approach Markings for Obstructions
Section 3B.14 Raised Pavement Markers \u2013 General <\/td>\n<\/tr>\n
611<\/td>\nSection 3B.15 Raised Pavement Markers as Vehicle Positioning Guides with Other Longitudinal Markings
Section 3B.16 Raised Pavement Markers Supplementing Other Markings <\/td>\n<\/tr>\n
612<\/td>\nSection 3B.17 Raised Pavement Markers Substituting for Pavement Markings
Section 3B.18 Curb Markings for Parking Regulations <\/td>\n<\/tr>\n
613<\/td>\nSection 3B.19 Stop and Yield Lines <\/td>\n<\/tr>\n
615<\/td>\nSection 3B.20 Word, Symbol, and Arrow Pavement Markings \u2013 General
Section 3B.21 Word Pavement Markings <\/td>\n<\/tr>\n
616<\/td>\nSection 3B.22 Symbol Pavement Markings <\/td>\n<\/tr>\n
618<\/td>\nSection 3B.23 Lane-Use Arrows
Section 3B.24 Wrong-Way Arrows
Section 3B.25 Chevron and Diagonal Markings <\/td>\n<\/tr>\n
621<\/td>\nSection 3B.26 Do Not Block Intersection Markings
Section 3B.27 Parking Space Markings <\/td>\n<\/tr>\n
623<\/td>\nSection 3B.28 Speed Reduction Markings <\/td>\n<\/tr>\n
624<\/td>\nSection 3B.29 Speed Hump and Speed Table Markings <\/td>\n<\/tr>\n
625<\/td>\nSection 3B.30 Advance Speed Hump and Speed Table Markings <\/td>\n<\/tr>\n
626<\/td>\nSection 3B.31 Markings for a Diamond Interchange with a Transposed Alignment Crossroad <\/td>\n<\/tr>\n
629<\/td>\nCHAPTER 3C. CROSSWALK MARKINGS
Section 3C.01 General
Section 3C.02 Application of Crosswalk Markings <\/td>\n<\/tr>\n
630<\/td>\nSection 3C.03 Design of Crosswalk Markings <\/td>\n<\/tr>\n
631<\/td>\nSection 3C.04 Transverse Line Crosswalks
Section 3C.05 High-Visibility Crosswalks <\/td>\n<\/tr>\n
632<\/td>\nSection 3C.06 Longitudinal Bar Crosswalks
Section 3C.07 Ladder Crosswalks
Section 3C.08 Bar Pair Crosswalks <\/td>\n<\/tr>\n
633<\/td>\nSection 3C.09 Crosswalk Markings at Circular Intersections
Section 3C.10 Crosswalks for Exclusive Pedestrian Phases that Permit Diagonal Crossings
Section 3C.11 Crosswalks at Diamond Interchanges with a Transposed Alignment Crossroad <\/td>\n<\/tr>\n
634<\/td>\nSection 3C.12 Pedestrian Islands and Medians <\/td>\n<\/tr>\n
635<\/td>\nCHAPTER 3D. CIRCULAR INTERSECTION MARKINGS
Section 3D.01 General
Section 3D.02 White Lane Line Pavement Markings for Roundabouts
Section 3D.03 Edge Line Pavement Markings for Roundabout Circulatory Roadways <\/td>\n<\/tr>\n
645<\/td>\nSection 3D.04 Yield Lines for Roundabouts
Section 3D.05 Word and Symbol Pavement Markings for Roundabouts
Section 3D.06 Arrow Pavement Markings for Roundabouts
Section 3D.07 Markings for Other Circular Intersections <\/td>\n<\/tr>\n
646<\/td>\nCHAPTER 3E. PREFERENTIAL LANE MARKINGS FOR MOTOR VEHICLES
Section 3E.01 General
Section 3E.02 Longitudinal Markings <\/td>\n<\/tr>\n
648<\/td>\nSection 3E.03 Preferential Lane Word and Symbol Markings <\/td>\n<\/tr>\n
652<\/td>\nSection 3E.04 Markings for Part-Time Travel on a Shoulder <\/td>\n<\/tr>\n
657<\/td>\nCHAPTER 3F. MARKINGS FOR TOLL PLAZAS
Section 3F.01 General
Section 3F.02 Longitudinal Markings
Section 3F.03 Pavement Word and Symbol Markings <\/td>\n<\/tr>\n
658<\/td>\nCHAPTER 3G. DELINEATORS
Section 3G.01 General
Section 3G.02 Design
Section 3G.03 Application <\/td>\n<\/tr>\n
660<\/td>\nSection 3G.04 Placement and Spacing <\/td>\n<\/tr>\n
662<\/td>\nCHAPTER 3H. COLORED PAVEMENT
Section 3H.01 Standardization of Application
Section 3H.02 Materials
Section 3H.03 Aesthetic Surface Treatments <\/td>\n<\/tr>\n
663<\/td>\nSection 3H.04 Yellow-Colored Pavement <\/td>\n<\/tr>\n
664<\/td>\nSection 3H.05 White-Colored Pavement <\/td>\n<\/tr>\n
665<\/td>\nSection 3H.06 Green-Colored Pavement for Bicycle Facilities <\/td>\n<\/tr>\n
666<\/td>\nSection 3H.07 Red-Colored Pavement for Public Transit Systems <\/td>\n<\/tr>\n
668<\/td>\nSection 3H.08 Purple-Colored Pavement for Electronic Toll Collection (ETC) Account-Only Preferential Lanes <\/td>\n<\/tr>\n
672<\/td>\nCHAPTER 3I. CHANNELIZING DEVICES USED FOR EMPHASIS OF PAVEMENT MARKING PATTERNS
Section 3I.01 Channelizing Devices
Section 3I.02 Tubular Markers <\/td>\n<\/tr>\n
675<\/td>\nCHAPTER 3J. MARKING AND DELINEATION OF ISLANDS AND SIDEWALK EXTENSIONS
Section 3J.01 General
Section 3J.02 Approach-End Treatment
Section 3J.03 Islands Designated by Pavement Markings <\/td>\n<\/tr>\n
676<\/td>\nSection 3J.04 Curb Markings for Raised Islands
Section 3J.05 Pavement Markings for Raised Islands <\/td>\n<\/tr>\n
679<\/td>\nSection 3J.06 Island Delineation
Section 3J.07 Sidewalk Extensions Designated by Pavement Markings <\/td>\n<\/tr>\n
682<\/td>\nCHAPTER 3K. RUMBLE STRIP MARKINGS
Section 3K.01 Longitudinal Rumble Strip Markings
Section 3K.02 Transverse Rumble Strip Markings Legend for the direction of travel <\/td>\n<\/tr>\n
683<\/td>\nPART 4HIGHWAY TRAFFIC SIGNALS
CHAPTER 4A. GENERAL
Section 4A.01 Types
Section 4A.02 Meanings of Signal Indications
Section 4A.03 Meanings of Steady Vehicular Signal Indications <\/td>\n<\/tr>\n
684<\/td>\nSection 4A.04 Meanings of Flashing Vehicular Signal Indications <\/td>\n<\/tr>\n
686<\/td>\nSection 4A.05 Meanings of Bicycle Symbol Signal Indications
Section 4A.06 Meanings of Pedestrian Signal Indications <\/td>\n<\/tr>\n
687<\/td>\nSection 4A.07 Lateral Offset of Signal Supports and Cabinets
Section 4A.08 Use of Signs at Signalized Locations
Section 4A.09 Use of Pavement Markings at Signalized Locations <\/td>\n<\/tr>\n
688<\/td>\nSection 4A.10 Responsibility for Operation and Maintenance <\/td>\n<\/tr>\n
689<\/td>\nCHAPTER 4B. TRAFFIC CONTROL SIGNALS\u2014GENERAL
Section 4B.01 General
Section 4B.02 Advantages and Disadvantages of Traffic Control Signals
Section 4B.03 Alternatives to Traffic Control Signals <\/td>\n<\/tr>\n
690<\/td>\nSection 4B.04 Basis of Installation of Traffic Control Signals
Section 4B.05 Basis of Removal of Traffic Control Signals <\/td>\n<\/tr>\n
691<\/td>\nCHAPTER 4C. TRAFFIC CONTROL SIGNAL NEEDS STUDIES
Section 4C.01 Studies and Factors for Justifying Traffic Control Signals <\/td>\n<\/tr>\n
693<\/td>\nSection 4C.02 Warrant 1, Eight-Hour Vehicular Volume <\/td>\n<\/tr>\n
694<\/td>\nSection 4C.03 Warrant 2, Four-Hour Vehicular Volume <\/td>\n<\/tr>\n
696<\/td>\nSection 4C.04 Warrant 3, Peak Hour
Section 4C.05 Warrant 4, Pedestrian Volume <\/td>\n<\/tr>\n
700<\/td>\nSection 4C.06 Warrant 5, School Crossing <\/td>\n<\/tr>\n
701<\/td>\nSection 4C.07 Warrant 6, Coordinated Signal System
Section 4C.08 Warrant 7, Crash Experience <\/td>\n<\/tr>\n
703<\/td>\nSection 4C.09 Warrant 8, Roadway Network
Section 4C.10 Warrant 9, Intersection Near a Grade Crossing <\/td>\n<\/tr>\n
706<\/td>\nCHAPTER 4D. DESIGN FEATURES OF TRAFFIC CONTROL SIGNALS
Section 4D.01 General <\/td>\n<\/tr>\n
707<\/td>\nSection 4D.02 Provisions for Pedestrians
Section 4D.03 Provisions for Bicyclists
Section 4D.04 Provisions for Transit Vehicles <\/td>\n<\/tr>\n
708<\/td>\nSection 4D.05 Number of Signal Faces on an Approach <\/td>\n<\/tr>\n
710<\/td>\nSection 4D.06 Visibility, Aiming, and Shielding of Signal Faces <\/td>\n<\/tr>\n
711<\/td>\nSection 4D.07 Lateral Positioning of Signal Faces <\/td>\n<\/tr>\n
713<\/td>\nSection 4D.08 Longitudinal Positioning of Signal Faces
Section 4D.09 Mounting Height of Signal Faces <\/td>\n<\/tr>\n
714<\/td>\nSection 4D.10 Lateral Offset (Clearance) of Signal Faces
Section 4D.11 Temporary and Portable Traffic Control Signals <\/td>\n<\/tr>\n
716<\/td>\nCHAPTER 4E. TRAFFIC CONTROL SIGNAL INDICATIONS
Section 4E.01 Signal Indications \u2013 Design, Illumination, Color, and Shape <\/td>\n<\/tr>\n
717<\/td>\nSection 4E.02 Size of Vehicular Signal Indications
Section 4E.03 Positions of Signal Indications within a Signal Face \u2013 General <\/td>\n<\/tr>\n
718<\/td>\nSection 4E.04 Positions of Signal Indications within a Vertical Signal Face <\/td>\n<\/tr>\n
719<\/td>\nSection 4E.05 Positions of Signal Indications within a Horizontal Signal Face <\/td>\n<\/tr>\n
720<\/td>\nCHAPTER 4F. STEADY (STOP-AND-GO) OPERATION OF TRAFFIC CONTROL SIGNALS
Section 4F.01 Application of Steady and Flashing Signal Indications during Steady (Stop-and-Go) Operation <\/td>\n<\/tr>\n
723<\/td>\nSection 4F.02 Signal Indications for Left-Turn Movements \u2013 General <\/td>\n<\/tr>\n
725<\/td>\nSection 4F.03 Signal Indications for Permissive Only Mode Left-Turn Movements in a Shared Signal Face
Section 4F.04 Signal Indications for Permissive Only Mode Left-Turn Movements in a Separate Signal Face <\/td>\n<\/tr>\n
727<\/td>\nSection 4F.05 Signal Indications for Protected Only Mode Left-Turn Movements in a Shared Signal Face <\/td>\n<\/tr>\n
728<\/td>\nSection 4F.06 Signal Indications for Protected Only Mode Left-Turn Movements in a Separate Signal Face <\/td>\n<\/tr>\n
729<\/td>\nSection 4F.07 Signal Indications for Protected\/Permissive Mode Left-Turn Movements in a Shared Signal Face <\/td>\n<\/tr>\n
730<\/td>\nSection 4F.08 Signal Indications for Protected\/Permissive Mode Left-Turn Movements in a Separate Signal Face <\/td>\n<\/tr>\n
733<\/td>\nSection 4F.09 Signal Indications for Right-Turn Movements \u2013 General <\/td>\n<\/tr>\n
734<\/td>\nSection 4F.10 Signal Indications for Permissive Only Mode Right-Turn Movements in a Shared Signal Face
Section 4F.11 Signal Indications for Permissive Only Mode Right-Turn Movements in a Separate Signal Face <\/td>\n<\/tr>\n
737<\/td>\nSection 4F.12 Signal Indications for Protected Only Mode Right-Turn Movements in a Shared Signal Face <\/td>\n<\/tr>\n
738<\/td>\nSection 4F.13 Signal Indications for Protected Only Mode Right-Turn Movements in a Separate Signal Face <\/td>\n<\/tr>\n
739<\/td>\nSection 4F.14 Signal Indications for Protected\/Permissive Mode Right-Turn Movements in a Shared Signal Face <\/td>\n<\/tr>\n
740<\/td>\nSection 4F.15 Signal Indications for Protected\/Permissive Mode Right-Turn Movements in a Separate Signal Face <\/td>\n<\/tr>\n
743<\/td>\nSection 4F.16 Signal Indications for Approaches with No Through Movement <\/td>\n<\/tr>\n
748<\/td>\nSection 4F.17 Yellow Change and Red Clearance Intervals <\/td>\n<\/tr>\n
749<\/td>\nSection 4F.18 Preemption and Priority Control of Traffic Control Signals \u2013 General
Section 4F.19 Preemption Control of Traffic Control Signals <\/td>\n<\/tr>\n
750<\/td>\nSection 4F.20 Priority Control of Traffic Control Signals <\/td>\n<\/tr>\n
751<\/td>\nCHAPTER 4G. FLASHING OPERATION OF TRAFFIC CONTROL SIGNALS
Section 4G.01 Flashing Operation of Traffic Control Signals \u2013 General
Section 4G.02 Flashing Operation \u2013 Transition into Flashing Mode
Section 4G.03 Flashing Operation \u2013 Signal Indications during Flashing Mode <\/td>\n<\/tr>\n
752<\/td>\nSection 4G.04 Flashing Operation \u2013 Transition Out of Flashing Mode <\/td>\n<\/tr>\n
754<\/td>\nCHAPTER 4H. BICYCLE SIGNALS
Section 4H.01 Use of Bicycle Signal Faces
Section 4H.02 Prohibited Uses of Bicycle Signal Faces
Section 4H.03 Bicycle Signal Signs <\/td>\n<\/tr>\n
755<\/td>\nSection 4H.04 Application of Bicycle Symbol Signal Indications during Steady (Stop-and-Go) Operation
Section 4H.05 Application of Bicycle Symbol Signal Indications during Flashing Operation
Section 4H.06 Layout of Bicycle Signal Faces <\/td>\n<\/tr>\n
756<\/td>\nSection 4H.07 Size of Bicycle Symbol Signal Indications
Section 4H.08 Placement of Bicycle Signal Faces <\/td>\n<\/tr>\n
757<\/td>\nSection 4H.09 Mounting Height of Bicycle Signal Faces
Section 4H.10 Intensity and Light Distribution of Bicycle Signal Faces
Section 4H.11 Yellow Change and Red Clearance Intervals for Bicycle Signal Faces
Section 4H.12 Bicycle Push Buttons <\/td>\n<\/tr>\n
758<\/td>\nCHAPTER 4I. PEDESTRIAN CONTROL FEATURES
Section 4I.01 Pedestrian Signal Heads
Section 4I.02 Size, Design, and Illumination of Pedestrian Signal Head Indications <\/td>\n<\/tr>\n
759<\/td>\nSection 4I.03 Location and Height of Pedestrian Signal Heads
Section 4I.04 Countdown Pedestrian Signals <\/td>\n<\/tr>\n
760<\/td>\nSection 4I.05 Pedestrian Detectors <\/td>\n<\/tr>\n
762<\/td>\nSection 4I.06 Pedestrian Intervals and Signal Phases <\/td>\n<\/tr>\n
767<\/td>\nCHAPTER 4J. PEDESTRIAN HYBRID BEACONS
Section 4J.01 Application of Pedestrian Hybrid Beacons <\/td>\n<\/tr>\n
768<\/td>\nSection 4J.02 Design of Pedestrian Hybrid Beacons <\/td>\n<\/tr>\n
769<\/td>\nSection 4J.03 Operation of Pedestrian Hybrid Beacons <\/td>\n<\/tr>\n
771<\/td>\nCHAPTER 4K. ACCESSIBLE PEDESTRIAN SIGNALS AND DETECTORS
Section 4K.01 General <\/td>\n<\/tr>\n
772<\/td>\nSection 4K.02Location
Section 4K.03 Walk Indications <\/td>\n<\/tr>\n
774<\/td>\nSection 4K.04 Vibrotactile Arrows and Locator Tones
Section 4K.05 Extended Push Button Press Features <\/td>\n<\/tr>\n
776<\/td>\nCHAPTER 4L. RECTANGULAR RAPID FLASHING BEACONS
Section 4L.01 Application of Rectangular Rapid Flashing Beacons
Section 4L.02 Design of Rectangular Rapid Flashing Beacons <\/td>\n<\/tr>\n
778<\/td>\nSection 4L.03 Operation of Rectangular Rapid Flashing Beacons <\/td>\n<\/tr>\n
780<\/td>\nCHAPTER 4M. TRAFFIC CONTROL SIGNALS FOR EMERGENCY-VEHICLE ACCESS
Section 4M.01 Application of Emergency-Vehicle Traffic Control Signals
Section 4M.02 Design of Emergency-Vehicle Traffic Control Signals
Section 4M.03 Operation of Emergency-Vehicle Traffic Control Signals <\/td>\n<\/tr>\n
782<\/td>\nCHAPTER 4N. HYBRID BEACONS FOR EMERGENCY-VEHICLE ACCESS
Section 4N.01 Application of Emergency-Vehicle Hybrid Beacons
Section 4N.02 Design of Emergency-Vehicle Hybrid Beacons <\/td>\n<\/tr>\n
783<\/td>\nSection 4N.03 Operation of Emergency-Vehicle Hybrid Beacons <\/td>\n<\/tr>\n
784<\/td>\nCHAPTER 4O. TRAFFIC CONTROL SIGNALS FOR ONE-LANE, TWO-WAY FACILITIES
Section 4O.01 Application of Traffic Control Signals for One-Lane, Two-Way Facilities
Section 4O.02 Design of Traffic Control Signals for One-Lane, Two-Way Facilities
Section 4O.03 Operation of Traffic Control Signals for One-Lane, Two-Way Facilities <\/td>\n<\/tr>\n
785<\/td>\nCHAPTER 4P. TRAFFIC CONTROL SIGNALS FOR FREEWAY ENTRANCE RAMPS
Section 4P.01 Application of Freeway Entrance Ramp Control Signals
Section 4P.02 Design of Freeway Entrance Ramp Control Signals <\/td>\n<\/tr>\n
786<\/td>\nSection 4P.03 Operation of Freeway Entrance Ramp Control Signals <\/td>\n<\/tr>\n
787<\/td>\nCHAPTER 4Q. TRAFFIC CONTROL FOR MOVABLE BRIDGES
Section 4Q.01 Application of Traffic Control for Movable Bridges
Section 4Q.02 Design and Location of Movable Bridge Signals and Gates <\/td>\n<\/tr>\n
789<\/td>\nSection 4Q.03 Operation of Movable Bridge Signals and Gates <\/td>\n<\/tr>\n
790<\/td>\nCHAPTER 4R. HIGHWAY TRAFFIC SIGNALS AT TOLL PLAZAS
Section 4R.01 Traffic Signals at Toll Plazas
Section 4R.02 Lane-Use Control Signals at or Near Toll Plazas
Section 4R.03 Warning Beacons at Toll Plazas <\/td>\n<\/tr>\n
791<\/td>\nCHAPTER 4S. FLASHING BEACONS
Section 4S.01 General Design and Operation of Flashing Beacons
Section 4S.02 Intersection Control Beacon <\/td>\n<\/tr>\n
792<\/td>\nSection 4S.03 Warning Beacon <\/td>\n<\/tr>\n
793<\/td>\nSection 4S.04 Speed Limit Sign Beacon
Section 4S.05 Stop Beacon <\/td>\n<\/tr>\n
794<\/td>\nCHAPTER 4T. LANE-USE CONTROL SIGNALS
Section 4T.01 Application of Lane-Use Control Signals
Section 4T.02 Meaning of Lane-Use Control Signal Indications <\/td>\n<\/tr>\n
795<\/td>\nSection 4T.03 Design of Lane-Use Control Signals <\/td>\n<\/tr>\n
796<\/td>\nSection 4T.04 Operation of Lane-Use Control Signals <\/td>\n<\/tr>\n
797<\/td>\nCHAPTER 4U. IN-ROADWAY WARNING LIGHTS
Section 4U.01 Application of In-Roadway Warning Lights
Section 4U.02 In-Roadway Warning Lights at Crosswalks <\/td>\n<\/tr>\n
799<\/td>\nPART 5TRAFFIC CONTROL DEVICE CONSIDERATIONS FOR AUTOMATED VEHICLES
CHAPTER 5A. GENERAL
Section 5A.01 Scope and Purpose
Section 5A.02 Overview of Automated Vehicles and Connected Vehicles
Section 5A.03 Definitions and Terms <\/td>\n<\/tr>\n
800<\/td>\nSection 5A.04 Traffic Control Device Design and Use Considerations <\/td>\n<\/tr>\n
802<\/td>\nCHAPTER 5B. PROVISIONS FOR TRAFFIC CONTROL DEVICES
Section 5B.01 Signs
Section 5B.02 Markings
Section 5B.03 Highway Traffic Signals <\/td>\n<\/tr>\n
803<\/td>\nSection 5B.04 Temporary Traffic Control
Section 5B.05 Traffic Control for Highway-Rail and Highway-Light Rail Transit Grade Crossings
Section 5B.06 Traffic Control for Bicycle Facilities <\/td>\n<\/tr>\n
805<\/td>\nPART 6TEMPORARY TRAFFIC CONTROL
CHAPTER 6A. GENERAL
Section 6A.01 General <\/td>\n<\/tr>\n
806<\/td>\nSection 6A.02 Fundamental Principles of Temporary Traffic Control <\/td>\n<\/tr>\n
808<\/td>\nSection 6A.03 TTC Devices
Section 6A.04 Crashworthiness of TTC Devices
Section 6A.05 Night Work <\/td>\n<\/tr>\n
809<\/td>\nCHAPTER 6B. TEMPORARY TRAFFIC CONTROL ELEMENTS
Section 6B.01 Temporary Traffic Control Plans <\/td>\n<\/tr>\n
810<\/td>\nSection 6B.02 Temporary Traffic Control Zones <\/td>\n<\/tr>\n
811<\/td>\nSection 6B.03 Components of Temporary Traffic Control Zones
Section 6B.04 Advance Warning Area
Section 6B.05 Transition Area <\/td>\n<\/tr>\n
813<\/td>\nSection 6B.06 Activity Area <\/td>\n<\/tr>\n
815<\/td>\nSection 6B.07 Termination Area
Section 6B.08 Tapers <\/td>\n<\/tr>\n
816<\/td>\nSection 6B.09 Detours and Diversions <\/td>\n<\/tr>\n
818<\/td>\nCHAPTER 6C. PEDESTRIAN AND WORKER SAFETY
Section 6C.01 Pedestrian and Worker Safety \u2013 General
Section 6C.02 Pedestrian Considerations <\/td>\n<\/tr>\n
820<\/td>\nSection 6C.03 Accessibility Considerations <\/td>\n<\/tr>\n
821<\/td>\nSection 6C.04 Worker Safety Considerations <\/td>\n<\/tr>\n
822<\/td>\nSection 6C.05 High-Visibility Safety Apparel <\/td>\n<\/tr>\n
823<\/td>\nCHAPTER 6D. FLAGGER CONTROL
Section 6D.01 Qualifications for Flaggers
Section 6D.02 STOP\/SLOW Paddle for Hand-Signaling <\/td>\n<\/tr>\n
825<\/td>\nSection 6D.03 Flag for Hand-Signaling
Section 6D.04 Flashlight for Hand-Signaling
Section 6D.05 Flagger Procedures <\/td>\n<\/tr>\n
826<\/td>\nSection 6D.06 Flagger Stations <\/td>\n<\/tr>\n
827<\/td>\nCHAPTER 6E. ONE-LANE, TWO-WAY TRAFFIC CONTROL
Section 6E.01 One-Lane, Two-Way Traffic Control \u2013 General
Section 6E.02 Flagger Method
Section 6E.03 Flag Transfer Method
Section 6E.04 Pilot Car Method <\/td>\n<\/tr>\n
828<\/td>\nSection 6E.05 Temporary Traffic Control Signal Method
Section 6E.06 Stop or Yield Control Method <\/td>\n<\/tr>\n
829<\/td>\nCHAPTER 6F. TEMPORARY TRAFFIC CONTROL ZONE SIGNS \u2013 GENERAL
Section 6F.01 General Characteristics of TTC Zone Signs
Section 6F.02 Sign Placement <\/td>\n<\/tr>\n
831<\/td>\nSection 6F.03 Sign Maintenance <\/td>\n<\/tr>\n
833<\/td>\nCHAPTER 6G. TTC ZONE REGULATORY SIGNS
Section 6G.01 Regulatory Sign Authority
Section 6G.02 Regulatory Sign Design and Size
Section 6G.03 Regulatory Sign Applications
Section 6G.04 Road Closed Signs (R11-2 Series)
Section 6G.05 Local Traffic Only Signs (R11-3 Series and R11-4) <\/td>\n<\/tr>\n
835<\/td>\nSection 6G.06 Weight Limit Signs (R12-1, R12-2, and R12-5)
Section 6G.07 STAY IN LANE Signs (R4-9 and R4-9a)
Section 6G.08 Work Zone and Higher Fines Signs and Plaques <\/td>\n<\/tr>\n
837<\/td>\nSection 6G.09 PEDESTRIAN CROSSWALK Sign (R9-8)
Section 6G.10 SIDEWALK CLOSED Signs (R9-9, R9-10, R9-11, and R9-11a)
Section 6G.11 TURN OFF 2-WAY RADIO AND CELL PHONE Sign (R22-2)
Section 6G.12 Other Regulatory Signs <\/td>\n<\/tr>\n
838<\/td>\nCHAPTER 6H. TTC ZONE WARNING SIGNS
Section 6H.01 Warning Sign Function, Design, and Application
Section 6H.02 Position of Advance Warning Signs <\/td>\n<\/tr>\n
842<\/td>\nSection 6H.03 ROAD (STREET) WORK Sign (W20-1)
Section 6H.04 DETOUR Sign (W20-2) <\/td>\n<\/tr>\n
845<\/td>\nSection 6H.05 ROAD (STREET) CLOSED Sign (W20-3)
Section 6H.06 ONE LANE ROAD Sign (W20-4)
Section 6H.07 Lane(s) Closed Signs (W20-5, W20-5a, and W9-3)
Section 6H.08 Lane Ends Signs (W4-2 and W9-2a)
Section 6H.09 ON RAMP Plaque (W13-4P)
Section 6H.10 RAMP NARROWS Sign (W5-4)
Section 6H.11 SLOW TRAFFIC AHEAD Sign (W23-1) <\/td>\n<\/tr>\n
846<\/td>\nSection 6H.12 EXIT OPEN and EXIT CLOSED Signs (E5-2 and E5-2a)
Section 6H.13 EXIT ONLY Sign (E5-3)
Section 6H.14 NEW TRAFFIC PATTERN AHEAD Sign (W23-2)
Section 6H.15 Flagger Signs (W20-7 and W20-7a)
Section 6H.16 Two-Way Traffic Sign (W6-3)
Section 6H.17 Narrow Two-Way Traffic Sign (W6-4)
Section 6H.18 Workers Signs (W21-1 and W21-1a) <\/td>\n<\/tr>\n
847<\/td>\nSection 6H.19 FRESH OIL (TAR) Sign (W21-2)
Section 6H.20 ROAD MACHINERY AHEAD Sign (W21-3)
Section 6H.21 Motorized Traffic Signs (W8-6 and W11-10)
Section 6H.22 Shoulder Work Signs (W21-5, W21-5a, and W21-5b)
Section 6H.23 SURVEY CREW Sign (W21-6)
Section 6H.24 UTILITY WORK Sign (W21-7) <\/td>\n<\/tr>\n
848<\/td>\nSection 6H.25 Signs for Blasting Areas
Section 6H.26 Shoulder Signs and Plaque (W8-4, W8-9, W8-17, and W8-17P)
Section 6H.27 UNEVEN LANES Sign (W8-11)
Section 6H.28 STEEL PLATE AHEAD Sign (W8-24)
Section 6H.29 NO CENTER LINE Sign (W8-12) <\/td>\n<\/tr>\n
849<\/td>\nSection 6H.30 Reverse Curve Signs (W1-4 Series)
Section 6H.31 Double Reverse Curve Signs (W24-1 Series)
Section 6H.32 Advisory Speed Plaque (W13-1P)
Section 6H.33 Supplementary Distance Plaque (W7-3aP) <\/td>\n<\/tr>\n
850<\/td>\nSection 6H.34 Motorcycle Plaque (W8-15P)
Section 6H.35 ROAD WORK NEXT XX MILES Sign (G20-1)
Section 6H.36 END ROAD WORK Sign (G20-2)
Section 6H.37 PILOT CAR FOLLOW ME Sign (G20-4)
Section 6H.38 Other Warning Signs <\/td>\n<\/tr>\n
851<\/td>\nCHAPTER 6I. TTC ZONE GUIDE SIGNS
Section 6I.01 Guide Signs \u2013 General
Section 6I.02 Detour Signs and Plaques (M4-8P, M4-8a, M4-8bP, M4-9, M4-9a, M4-9b, M4-9c, and M4-10) <\/td>\n<\/tr>\n
852<\/td>\nSection 6I.03 EXIT CLOSED Panel <\/td>\n<\/tr>\n
853<\/td>\nCHAPTER 6J. TTC ZONE PAVEMENT MARKINGS
Section 6J.01 Pavement Markings in TTC Zones
Section 6J.02 Temporary Markings <\/td>\n<\/tr>\n
854<\/td>\nSection 6J.03 Temporary Raised Pavement Markers
Section 6J.04 Delineators <\/td>\n<\/tr>\n
855<\/td>\nCHAPTER 6K. TTC ZONE CHANNELIZING DEVICES
Section 6K.01 Channelizing Devices \u2013 General
Section 6K.02 Pedestrian Channelizing Devices <\/td>\n<\/tr>\n
858<\/td>\nSection 6K.03 Cones <\/td>\n<\/tr>\n
859<\/td>\nSection 6K.04 Tubular Markers
Section 6K.05 Vertical Panels <\/td>\n<\/tr>\n
860<\/td>\nSection 6K.06 Drums
Section 6K.07 Type 1, 2, or 3 Barricades <\/td>\n<\/tr>\n
861<\/td>\nSection 6K.08 Direction Indicator Barricades <\/td>\n<\/tr>\n
862<\/td>\nSection 6K.09 Temporary Traffic Barriers as Channelizing Devices
Section 6K.10 Longitudinal Channelizing Devices
Section 6K.11 Temporary Lane Separators <\/td>\n<\/tr>\n
863<\/td>\nSection 6K.12 Other Channelizing Devices <\/td>\n<\/tr>\n
864<\/td>\nCHAPTER 6L. OTHER TTC ZONE TRAFFIC CONTROL DEVICES
Section 6L.01 Temporary Traffic Control Signals <\/td>\n<\/tr>\n
865<\/td>\nSection 6L.02 Automated Flagger Assistance Devices \u2013 General <\/td>\n<\/tr>\n
866<\/td>\nSection 6L.03 STOP\/SLOW Automated Flagger Assistance Devices <\/td>\n<\/tr>\n
868<\/td>\nSection 6L.04 Red\/Yellow Lens Automated Flagger Assistance Devices <\/td>\n<\/tr>\n
870<\/td>\nSection 6L.05 Portable Changeable Message Signs <\/td>\n<\/tr>\n
872<\/td>\nSection 6L.06 Arrow Boards <\/td>\n<\/tr>\n
875<\/td>\nSection 6L.07 Flashing Beacons and Warning Lights <\/td>\n<\/tr>\n
876<\/td>\nSection 6L.08 High-Level Warning Devices (Flag Trees) <\/td>\n<\/tr>\n
877<\/td>\nCHAPTER 6M. OTHER TTC ZONE DESIGN FEATURES AND SAFETY DEVICES
Section 6M.01 General
Section 6M.02 Positive Protection and Temporary Traffic Barriers <\/td>\n<\/tr>\n
878<\/td>\nSection 6M.03 Temporary Raised Islands
Section 6M.04 Detectable Edging for Pedestrians <\/td>\n<\/tr>\n
879<\/td>\nSection 6M.05 Crash Cushions
Section 6M.06 Rumble Strips <\/td>\n<\/tr>\n
880<\/td>\nSection 6M.07 Screens
Section 6M.08 Lighting for Night Work <\/td>\n<\/tr>\n
881<\/td>\nCHAPTER 6N. TYPES OF TEMPORARY TRAFFIC CONTROL ZONE ACTIVITIES
Section 6N.01 Work Duration <\/td>\n<\/tr>\n
882<\/td>\nSection 6N.02 Location of Work
Section 6N.03 Modifications to Fulfill Special Needs <\/td>\n<\/tr>\n
883<\/td>\nSection 6N.04 Work Affecting Pedestrian and Bicycle Facilities <\/td>\n<\/tr>\n
884<\/td>\nSection 6N.05 Work Outside of the Shoulder <\/td>\n<\/tr>\n
885<\/td>\nSection 6N.06 Work on the Shoulder with No Encroachment <\/td>\n<\/tr>\n
886<\/td>\nSection 6N.07 Work on the Shoulder with Minor Encroachment
Section 6N.08 Work within the Median
Section 6N.09 Work within the Traveled Way of a Two-Lane Highway <\/td>\n<\/tr>\n
887<\/td>\nSection 6N.10 Work within the Traveled Way of an Urban Street
Section 6N.11 Work within the Traveled Way of a Multi-Lane, Non-Access Controlled Highway <\/td>\n<\/tr>\n
888<\/td>\nSection 6N.12 Work within the Traveled Way at an Intersection <\/td>\n<\/tr>\n
890<\/td>\nSection 6N.13 Work within the Traveled Way of a Freeway or Expressway
Section 6N.14 Two-Lane, Two-Way Traffic on One Roadway of a Normally-Divided Highway
Section 6N.15 Crossovers <\/td>\n<\/tr>\n
891<\/td>\nSection 6N.16 Interchanges
Section 6N.17 Work in the Vicinity of a Grade Crossing
Section 6N.18 Work during Nighttime Hours <\/td>\n<\/tr>\n
892<\/td>\nSection 6N.19 Late Merge <\/td>\n<\/tr>\n
894<\/td>\nCHAPTER 6O. CONTROL OF TRAFFIC THROUGH TRAFFIC INCIDENT MANAGEMENT AREAS
Section 6O.01 General <\/td>\n<\/tr>\n
895<\/td>\nSection 6O.02 Major Traffic Incidents <\/td>\n<\/tr>\n
896<\/td>\nSection 6O.03 Intermediate Traffic Incidents
Section 6O.04 Minor Traffic Incidents
Section 6O.05 Use of Emergency-Vehicle Lighting <\/td>\n<\/tr>\n
897<\/td>\nCHAPTER 6P. TYPICAL APPLICATIONS
Section 6P.01 Typical Applications <\/td>\n<\/tr>\n
900<\/td>\nNotes for Figure 6P-1\u2014Typical Application 1 Work Beyond the Shoulder <\/td>\n<\/tr>\n
902<\/td>\nNotes for Figure 6P-2\u2014Typical Application 2Blasting Zone <\/td>\n<\/tr>\n
904<\/td>\nNotes for Figure 6P-3\u2014Typical Application 3Work on the Shoulders <\/td>\n<\/tr>\n
906<\/td>\nNotes for Figure 6P-4\u2014Typical Application 4Short-Duration or Mobile Operation on a Shoulder <\/td>\n<\/tr>\n
908<\/td>\nNotes for Figure 6P-5\u2014Typical Application 5Shoulder Closure on a Freeway <\/td>\n<\/tr>\n
910<\/td>\nNotes for Figure 6P-6\u2014Typical Application 6Shoulder Work with Minor Encroachment <\/td>\n<\/tr>\n
912<\/td>\nNotes for Figure 6P-7\u2014Typical Application 7Road Closure with a Diversion <\/td>\n<\/tr>\n
914<\/td>\nNotes for Figure 6P-8\u2014Typical Application 8Road Closure with an Off-Site Detour <\/td>\n<\/tr>\n
916<\/td>\nNotes for Figure 6P-9\u2014Typical Application 9Overlapping Routes with a Detour <\/td>\n<\/tr>\n
918<\/td>\nNotes for Figure 6P-10\u2014Typical Application 10Lane Closure on a Two-Lane Road Using Flaggers <\/td>\n<\/tr>\n
920<\/td>\nNotes for Figure 6P-11\u2014Typical Application 11Lane Closure on a Two-Lane Road with Low Traffic Volumes <\/td>\n<\/tr>\n
922<\/td>\nNotes for Figure 6P-12\u2014Typical Application 12Lane Closure on a Two-Lane Road Using Temporary Traffic Control Signals <\/td>\n<\/tr>\n
924<\/td>\nNotes for Figure 6P-13\u2014Typical Application 13Temporary Road Closure <\/td>\n<\/tr>\n
926<\/td>\nNotes for Figure 6P-14\u2014Typical Application 14Haul Road Crossing <\/td>\n<\/tr>\n
928<\/td>\nNotes for Figure 6P-15\u2014Typical Application 15Work in the Center of a Road with Low Traffic Volumes <\/td>\n<\/tr>\n
930<\/td>\nNotes for Figure 6P-16\u2014Typical Application 16Surveying Along the Center Line of a Road with Low Traffic Volumes <\/td>\n<\/tr>\n
932<\/td>\nNotes for Figure 6P-17\u2014Typical Application 17Mobile Operations on a Two-Lane Road <\/td>\n<\/tr>\n
934<\/td>\nNotes for Figure 6P-18\u2014Typical Application 18Lane Closure on a Minor Street <\/td>\n<\/tr>\n
936<\/td>\nNotes for Figure 6P-19\u2014Typical Application 19Detour for One Travel Direction <\/td>\n<\/tr>\n
938<\/td>\nNotes for Figure 6P-20\u2014Typical Application 20Detour for a Closed Street <\/td>\n<\/tr>\n
940<\/td>\nNotes for Figure 6P-21\u2014Typical Application 21Lane Closure on the Near Side of an Intersection <\/td>\n<\/tr>\n
942<\/td>\nNotes for Figure 6P-22\u2014Typical Application 22Right-Hand Lane Closure on the Far Side of an Intersection <\/td>\n<\/tr>\n
944<\/td>\nNotes for Figure 6P-23\u2014Typical Application 23Left-Hand Lane Closure on the Far Side of an Intersection <\/td>\n<\/tr>\n
946<\/td>\nNotes for Figure 6P-24\u2014Typical Application 24Half Road Closure on the Far Side of an Intersection <\/td>\n<\/tr>\n
948<\/td>\nNotes for Figure 6P-25\u2014Typical Application 25Multiple Lane Closures at an Intersection <\/td>\n<\/tr>\n
950<\/td>\nNotes for Figure 6P-26\u2014Typical Application 26Closure in the Center of an Intersection <\/td>\n<\/tr>\n
952<\/td>\nNotes for Figure 6P-27\u2014Typical Application 27Closure at the Side of an Intersection <\/td>\n<\/tr>\n
954<\/td>\nNotes for Figure 6P-28\u2014Typical Application 28Sidewalk Detour or Diversion <\/td>\n<\/tr>\n
956<\/td>\nNotes for Figure 6P-29\u2014Typical Application 29Crosswalk Closures and Pedestrian Detours <\/td>\n<\/tr>\n
958<\/td>\nNotes for Figure 6P-30\u2014Typical Application 30Interior Lane Closure on a Multi-Lane Street <\/td>\n<\/tr>\n
960<\/td>\nNotes for Figure 6P-31\u2014Typical Application 31Lane Closure on a Street with Uneven Directional Volumes <\/td>\n<\/tr>\n
962<\/td>\nNotes for Figure 6P-32\u2014Typical Application 32Half Road Closure on a Multi-Lane, High-Speed Highway <\/td>\n<\/tr>\n
964<\/td>\nNotes for Figure 6P-33\u2014Typical Application 33Stationary Lane Closure on a Divided Highway <\/td>\n<\/tr>\n
966<\/td>\nNotes for Figure 6P-34\u2014Typical Application 34Lane Closure with a Temporary Traffic Barrier <\/td>\n<\/tr>\n
968<\/td>\nNotes for Figure 6P-35\u2014Typical Application 35Mobile Operation on a Multi-Lane Road <\/td>\n<\/tr>\n
970<\/td>\nNotes for Figure 6P-36\u2014Typical Application 36Lane Shift on a Freeway <\/td>\n<\/tr>\n
972<\/td>\nNotes for Figure 6P-37\u2014Typical Application 37Double Lane Closure on a Freeway <\/td>\n<\/tr>\n
974<\/td>\nNotes for Figure 6P-38\u2014Typical Application 38Interior Lane Closure on a Freeway <\/td>\n<\/tr>\n
976<\/td>\nNotes for Figure 6P-39\u2014Typical Application 39Median Crossover on a Freeway <\/td>\n<\/tr>\n
978<\/td>\nNotes for Figure 6P-40\u2014Typical Application 40Median Crossover for an Entrance Ramp <\/td>\n<\/tr>\n
980<\/td>\nNotes for Figure 6P-41\u2014Typical Application 41Median Crossover for an Exit Ramp <\/td>\n<\/tr>\n
982<\/td>\nNotes for Figure 6P-42\u2014Typical Application 42Work in the Vicinity of an Exit Ramp <\/td>\n<\/tr>\n
984<\/td>\nNotes for Figure 6P-43\u2014Typical Application 43Partial Exit Ramp Closure <\/td>\n<\/tr>\n
986<\/td>\nNotes for Figure 6P-44\u2014Typical Application 44Work in the Vicinity of an Entrance Ramp <\/td>\n<\/tr>\n
988<\/td>\nNotes for Figure 6P-45\u2014Typical Application 45Temporary Reversible Lane Using Movable Barriers <\/td>\n<\/tr>\n
990<\/td>\nNotes for Figure 6P-46\u2014Typical Application 46Work in the Vicinity of a Grade Crossing <\/td>\n<\/tr>\n
992<\/td>\nNotes for Figure 6P-47\u2014Typical Application 47Bicycle Lane Closure without a Detour <\/td>\n<\/tr>\n
994<\/td>\nNotes for Figure 6P-48\u2014Typical Application 48Bicycle Lane Closure with an On-Road Detour <\/td>\n<\/tr>\n
996<\/td>\nNotes for Figure 6P-49\u2014Typical Application 49Shared-Use Path Closure with a Diversion <\/td>\n<\/tr>\n
998<\/td>\nNotes for Figure 6P-50\u2014Typical Application 50On-Road Detour for a Shared-Use Path <\/td>\n<\/tr>\n
1000<\/td>\nNotes for Figure 6P-51\u2014Typical Application 51Paved Shoulder Closure with a Bicycle Diversion onto a Temporary Path <\/td>\n<\/tr>\n
1002<\/td>\nNotes for Figure 6P-52\u2014Typical Application 52Short-Term or Short-Duration Work in a Circular Intersection <\/td>\n<\/tr>\n
1004<\/td>\nNotes for Figure 6P-53\u2014Typical Application 53Flagging Operation on a Single-Lane Circular Intersection <\/td>\n<\/tr>\n
1006<\/td>\nNotes for Figure 6P-54\u2014Typical Application 54Inside Lane Closure on a Multi-Lane Circular Intersection <\/td>\n<\/tr>\n
1009<\/td>\nPART 7TRAFFIC CONTROL FOR SCHOOL AREAS
CHAPTER 7A. GENERAL
Section 7A.01 Introduction
Section 7A.02 School Route Plans and School Crossings <\/td>\n<\/tr>\n
1011<\/td>\nCHAPTER 7B. SIGNS
Section 7B.01 Design of School Signs <\/td>\n<\/tr>\n
1012<\/td>\nSection 7B.02 School Area Signs and Plaques <\/td>\n<\/tr>\n
1016<\/td>\nSection 7B.03 School Crossing Signs <\/td>\n<\/tr>\n
1018<\/td>\nSection 7B.04 School Bus Stop Signs
Section 7B.05 School Speed Limit Signs and Plaques <\/td>\n<\/tr>\n
1020<\/td>\nSection 7B.06 Higher Fines Zone Signs and Plaques in School Areas <\/td>\n<\/tr>\n
1023<\/td>\nSection 7B.07 Parking and Stopping (R7 and R8 Series) Signs <\/td>\n<\/tr>\n
1024<\/td>\nCHAPTER 7C. MARKINGS
Section 7C.01 Crosswalk Markings
Section 7C.02 Pavement Word, Symbol, and Arrow Markings <\/td>\n<\/tr>\n
1025<\/td>\nCHAPTER 7D. CROSSING SUPERVISION
Section 7D.01 Adult Crossing Guards
Section 7D.02 Operating Procedures for Adult Crossing Guards <\/td>\n<\/tr>\n
1027<\/td>\nPART 8TRAFFIC CONTROL FOR RAILROAD AND LIGHT RAIL TRANSIT GRADE CROSSINGS
CHAPTER 8A. GENERAL
Section 8A.01 Introduction
Section 8A.02 Highway-LRT Grade Crossings <\/td>\n<\/tr>\n
1028<\/td>\nSection 8A.03 Traffic Control Systems and Practices at Grade Crossings <\/td>\n<\/tr>\n
1029<\/td>\nSection 8A.04 Traffic Control Systems at Highway-LRT Grade Crossings
Section 8A.05 Engineering Studies at Grade Crossings
Section 8A.06 Uniform Provisions <\/td>\n<\/tr>\n
1030<\/td>\nSection 8A.07 Minimum Track Clearance Distance and Clear Storage Distance
Section 8A.08 Adjacent Grade Crossings <\/td>\n<\/tr>\n
1031<\/td>\nSection 8A.09 Grade Crossing Elimination
Section 8A.10 Illumination at Grade Crossings
Section 8A.11 Quiet Zone Treatments at Highway-Rail Grade Crossings <\/td>\n<\/tr>\n
1032<\/td>\nSection 8A.12 Grade Crossings within or in Close Proximity to Circular Intersections
Section 8A.13 Temporary Traffic Control Zones <\/td>\n<\/tr>\n
1033<\/td>\nCHAPTER 8B. SIGNS
Section 8B.01 Purpose and Application
Section 8B.02 Sizes of Grade Crossing Signs
Section 8B.03 Grade Crossing (Crossbuck) Sign (R15-1) and Number of Tracks Plaque (R15-2P) at Active and Passive Grade Crossings <\/td>\n<\/tr>\n
1035<\/td>\nSection 8B.04 Crossbuck Assemblies with YIELD or STOP Signs at Passive Grade Crossings <\/td>\n<\/tr>\n
1041<\/td>\nSectioGn 8raBde.0 C5 roUssse oingf SsTOP (R1-1) or YIELD (R1-2) Signs without Crossbuck Signs at Highway-LRT
Section 8B.06 Grade Crossing Advance Warning Signs (W10-1 through W10-4) <\/td>\n<\/tr>\n
1042<\/td>\nSection 8B.07 DO NOT STOP ON TRACKS Sign (R8-8) <\/td>\n<\/tr>\n
1043<\/td>\nSection 8B.08 TRACKS OUT OF SERVICE Sign (R8-9)
Section 8B.09 STOP HERE WHEN FLASHING Signs (R8-10 and R8-10a)
Section 8B.10 STOP HERE ON RED Signs (R10-6 and R10-6a)
Section 8B.11 EXEMPT Grade Crossing Plaques (R15-3P and W10-1aP) <\/td>\n<\/tr>\n
1044<\/td>\nSection 8B.12 Light Rail Transit Only Lane Signs (R15-4 Series)
Section 8B.13 Do Not Pass Light Rail Transit Signs (R15-5 and R15-5a)
Section 8B.14 No Motor Vehicles on Tracks Signs (R15-6 and R15-6a)
Section 8B.15 Divided Highway with Light Rail Transit Crossing Signs (R15-7 Series) <\/td>\n<\/tr>\n
1045<\/td>\nSection 8B.16 Low Ground Clearance Grade Crossing Sign (W10-5)
Section 8B.17 Light Rail Transit Approaching-Activated Blank-Out Warning Sign (W10-7)
Section 8B.18 Another Train Coming Sign (W10-16) <\/td>\n<\/tr>\n
1046<\/td>\nSection 8B.19 TRAINS MAY EXCEED 80 MPH Sign (W10-8)
Section 8B.20 NO TRAIN HORN Sign or Plaque (W10-9 and W10-9P)
Section 8B.21 Storage Space Signs (W10-11, W10-11a, and W10-11b)
Section 8B.22 Skewed Crossing Sign (W10-12) <\/td>\n<\/tr>\n
1047<\/td>\nSection 8B.23 NO GATES OR LIGHTS Plaque (W10-13P)
Section 8B.24 Next Crossing Plaques (W10-14P and W10-14aP)
Section 8B.25 ROUGH CROSSING Plaque (W10-15P)
Section 8B.26 Light Rail Transit Station Sign (I3-8)
Section 8B.27 Emergency Notification System Sign (I13-1) <\/td>\n<\/tr>\n
1049<\/td>\nCHAPTER 8C. MARKINGS
Section 8C.01 Purpose and Application
Section 8C.02 Grade Crossing Pavement Markings
Section 8C.03 Stop and Yield Lines <\/td>\n<\/tr>\n
1052<\/td>\nSection 8C.04 Lane-Use Arrow Markings
SectioTn 8Cubul.a0r5 MEadrgke Lersines, Lane Lines, Center Lines, Raised Pavement Markers, and <\/td>\n<\/tr>\n
1053<\/td>\nSection 8C.06 Dynamic Envelope and Do Not Block Pavement Markings <\/td>\n<\/tr>\n
1056<\/td>\nCHAPTER 8D. FLASHING-LIGHT SIGNALS, AUTOMATIC GATES, AND TRAFFIC CONTROL SIGNALS
Section 8D.01 Introduction <\/td>\n<\/tr>\n
1058<\/td>\nSection 8D.02 Flashing-Light Signals <\/td>\n<\/tr>\n
1059<\/td>\nSection 8D.03 Automatic Gates <\/td>\n<\/tr>\n
1060<\/td>\nSection 8D.04 Use of Active Traffic Control Systems at LRT Grade Crossings <\/td>\n<\/tr>\n
1061<\/td>\nSection 8D.05 Exit Gate and Four-Quadrant Gate Systems <\/td>\n<\/tr>\n
1063<\/td>\nSection 8D.06 Wayside Horn Systems
Section 8D.07 Rail Traffic Detection <\/td>\n<\/tr>\n
1064<\/td>\nSection 8D.08 Use of Traffic Control Signals at Grade Crossings
Section 8D.09 Preemption of Highway Traffic Signals at or Near Grade Crossings <\/td>\n<\/tr>\n
1067<\/td>\nSection 8D.10 Movements Prohibited During Preemption <\/td>\n<\/tr>\n
1068<\/td>\nSection 8D.11 Pre-Signals at or Near Grade Crossings <\/td>\n<\/tr>\n
1070<\/td>\nSection 8D.12 Queue Cutter Signals at or Near Grade Crossings <\/td>\n<\/tr>\n
1072<\/td>\nSection 8D.13 Warning Beacons or LED-Enhanced Warning Signs at Grade Crossings <\/td>\n<\/tr>\n
1073<\/td>\nSection 8D.14 Traffic Control Signals at or Near Highway-LRT Grade Crossings <\/td>\n<\/tr>\n
1074<\/td>\nSection 8D.15 Use of LRT Signals for Control of LRT Vehicles at Highway-LRT Grade Crossings <\/td>\n<\/tr>\n
1075<\/td>\nCHAPTER 8E. PATHWAY AND SIDEWALK GRADE CROSSINGS
Section 8E.01 Purpose
Section 8E.02 Use of Standard Devices, Systems, and Practices <\/td>\n<\/tr>\n
1076<\/td>\nSection 8E.03 Pathway and Sidewalk Grade Crossing Signs and Markings <\/td>\n<\/tr>\n
1077<\/td>\nSection 8E.04 Stop Lines, Edge Lines, and Detectable Warnings <\/td>\n<\/tr>\n
1079<\/td>\nSection 8E.05 Passive Traffic Control Devices \u2013 Crossbuck Assemblies <\/td>\n<\/tr>\n
1080<\/td>\nSection 8E.06 Channelizing Devices Used with Sidewalk and Pathway Traffic Control Devices <\/td>\n<\/tr>\n
1081<\/td>\nSection 8E.07 Active Traffic Control Systems <\/td>\n<\/tr>\n
1082<\/td>\nSection 8E.08 Active Traffic Control Devices \u2013 Signals
Section 8E.09 Active Traffic Control Devices \u2013 Automatic Pedestrian Gates <\/td>\n<\/tr>\n
1085<\/td>\nSectioGn 8raEde.1 C0 roAscstiinve Tgsraffic Control Devices \u2013 Multiple-Track Pathway or Sidewalk <\/td>\n<\/tr>\n
1087<\/td>\nPART 9TRAFFIC CONTROL FOR BICYCLE FACILITIES
CHAPTER 9A. GENERAL
Section 9A.01 General
Section 9A.02 Standardization of Application for Signing <\/td>\n<\/tr>\n
1088<\/td>\nSection 9A.03 Standardization of Application for Markings <\/td>\n<\/tr>\n
1092<\/td>\nCHAPTER 9B. REGULATORY SIGNS
Section 9B.01 STOP and YIELD Signs (R1-1 and R1-2) <\/td>\n<\/tr>\n
1094<\/td>\nSection 9B.02 EXCEPT BICYCLES Regulatory Plaque (R3-7bP) <\/td>\n<\/tr>\n
1095<\/td>\nSection 9B.03 Advance Intersection Lane Control Signs (R3-8 Series) for Bicycle Lanes
Section 9B.04 Bicycle Lane Signs and Plaques (R3-17, R3-5hP, R3-17aP, and R3-17bP) <\/td>\n<\/tr>\n
1096<\/td>\nSection 9B.05 BEGIN RIGHT TURN LANE YIELD TO BIKES Sign (R4-4)
Section 9B.06 Bicycle Wrong Way Sign and RIDE WITH TRAFFIC Plaque (R5-1b and R9-3cP)
Section 9B.07 NO MOTOR VEHICLES Sign (R5-3)
Section 9B.08 Selective Exclusion Signs <\/td>\n<\/tr>\n
1097<\/td>\nSection 9B.09 No Parking Bike Lane Signs (R7-9 and R7-9a)
Section 9B.10 Back-In Parking Sign (R7-10)
Section 9B.11 Bicycles Use Ped Signal Sign (R9-5) <\/td>\n<\/tr>\n
1098<\/td>\nSection 9B.12 Bicycles Yield to Peds Sign (R9-6)
Section 9B.13 Shared-Use Path Restriction Sign (R9-7)
Section 9B.14 Bicycles Allowed Use of Full Lane Sign (R9-20)
Section 9B.15 Bicycle Passing Clearance Sign (R4-19)
Section 9B.16 Bicycles Use Shoulder Only Sign (R9-21) <\/td>\n<\/tr>\n
1099<\/td>\nSection 9B.17 Signing for Bicycles on Freeways and Expressways
Section 9B.18 Two-Stage Bicycle Turn Box Regulatory Signing (R9-23 Series) <\/td>\n<\/tr>\n
1102<\/td>\nSection 9B.19 Bicycle Jughandle Signs (R9-24, R9-25, R9-26, and R9-27 Series) <\/td>\n<\/tr>\n
1103<\/td>\nSection 9B.20 Bicycle Actuation Signs (R10-4, R10-22, R10-24, R10-25, and R10-26)
Section 9B.21 Left Turn Yield to Bicycles Sign (R10-12b)
Section 9B.22 Bicycle Signal Signs (R10-40, R10-40a, R10-41, R10-41a, R10-41b, and R10-41c) <\/td>\n<\/tr>\n
1104<\/td>\nSection 9B.23 LOOK Sign (R15-8)
Section 9B.24 Other Regulatory Signs <\/td>\n<\/tr>\n
1105<\/td>\nCHAPTER 9C. WARNING SIGNS AND OBJECT MARKERS
Section 9C.01 Turn or Curve Warning Signs (W1 Series) <\/td>\n<\/tr>\n
1106<\/td>\nSection 9C.02 Intersection Warning Signs (W2 Series)
Section 9C.03 Bicycle Surface Condition Warning Sign (W8-10)
Section 9C.04 Bicycle Warning and Trail Crossing Signs (W11-1 and W11-15) <\/td>\n<\/tr>\n
1107<\/td>\nSection 9C.05 EXCEPT BICYCLES Warning Plaque (W16-20P)
Section 9C.06 Two-Way Bicycle Cross Traffic Warning Plaque (W16-21P)
Section 9C.07 Bicycle Lane Ends Warning Sign (W9-5) and Bicycles Merging Sign (W9-5a) <\/td>\n<\/tr>\n
1108<\/td>\nSection 9C.08 Other Bicycle Warning Signs
Section 9C.09 Object Markers <\/td>\n<\/tr>\n
1109<\/td>\nCHAPTER 9D. GUIDE AND SERVICE SIGNS
Sectioan 9nd DD.021 -3aB)icycle Destination Signs (D1-1b, D1-1c, D1-2b, D1-2c, D1-3b, D1-3c, D2-1a, D2-2a, <\/td>\n<\/tr>\n
1112<\/td>\nSection 9D.02 Bike Route Guide Signs (D11-1 and D11-1c) <\/td>\n<\/tr>\n
1113<\/td>\nSection 9D.03 BIKE ROUTE Plaque (D11-1bP) <\/td>\n<\/tr>\n
1115<\/td>\nSection 9D.04 Numbered Bikeway Systems <\/td>\n<\/tr>\n
1117<\/td>\nSection 9D.05 Numbered Bicycle Route Signs (M1-8 and M1-8a)
Section 9D.06 Non-Numbered Bicycle Route Signs (M1-8b and M1-8c) <\/td>\n<\/tr>\n
1118<\/td>\nSection 9D.07 U.S. Bicycle Route Sign (M1-9)
Section 9D.08 Bicycle Route Sign and Auxiliary Plaques <\/td>\n<\/tr>\n
1120<\/td>\nSection 9D.09 Bicycle Parking Area, Sharing Station, and Lockers Guide Signs (D4-3, D4-4, and D4-4a)
SectioSn 9igns (D.1D0 1R0-e1fa terehnrcoe Lugh Docation S10-3a)igns (D10-1 through D10-3) and Intermediate Reference Location <\/td>\n<\/tr>\n
1121<\/td>\nSectioan 9nd DD.111 1-1M4)ode-Specific Directional Guide Signs for Shared-Use Paths (D11-11, D11-12, D11-13,
SectioDn 911D-1.01e2 , aDned Dstin1a1t-i1o0n Gf)uide Signs for Shared-Use Paths (D11-10a, D11-10b, D11-10c, D11-10d, <\/td>\n<\/tr>\n
1124<\/td>\nSection 9D.13 Two-Stage Bicycle Turn Box Guide Signs (D11-20 Series) <\/td>\n<\/tr>\n
1125<\/td>\nSection 9D.14 General Service Signing for Bikeways <\/td>\n<\/tr>\n
1126<\/td>\nCHAPTER 9E. MARKINGS
Section 9E.01 Bicycle Lanes <\/td>\n<\/tr>\n
1127<\/td>\nSection 9E.02 Bicycle Lanes at Intersection Approaches <\/td>\n<\/tr>\n
1133<\/td>\nSection 9E.03 Extensions of Bicycle Lanes through Intersections <\/td>\n<\/tr>\n
1135<\/td>\nSection 9E.04 Bicycle Lanes at Driveways
Section 9E.05 Bicycle Lanes at Circular Intersections
Section 9E.06 Buffer-Separated Bicycle Lanes <\/td>\n<\/tr>\n
1137<\/td>\nSection 9E.07 Separated Bicycle Lanes <\/td>\n<\/tr>\n
1138<\/td>\nSection 9E.08 Counter-Flow Bicycle Lanes <\/td>\n<\/tr>\n
1141<\/td>\nSectioLn 9anEe M.09 arShkianrged- <\/td>\n<\/tr>\n
1143<\/td>\nSection 9E.10 Shared-Lane Markings for Circular Intersections
Section 9E.11 Two-Stage Bicycle Turn Boxes <\/td>\n<\/tr>\n
1145<\/td>\nSection 9E.12 Bicycle Box <\/td>\n<\/tr>\n
1146<\/td>\nSection 9E.13 Shared-Use Paths <\/td>\n<\/tr>\n
1148<\/td>\nSection 9E.14 Bicycle Route Pavement Markings <\/td>\n<\/tr>\n
1149<\/td>\nSection 9E.15 Bicycle Detector Symbol
Section 9E.16 Pavement Markings for Obstructions <\/td>\n<\/tr>\n
1150<\/td>\nSection 9E.17 Raised Devices <\/td>\n<\/tr>\n
1153<\/td>\nCHAPTER 9F. SIGNALS
Section 9F.01 Application
Section 9F.02 Bicycle Signal Faces
Section 9F.03 Signal Operations for Bicycles <\/td>\n<\/tr>\n
1155<\/td>\nAppendices <\/td>\n<\/tr>\n
1157<\/td>\nAPPENDIX A1CONGRESSIONAL ACTIONS
PUBLIC LAW 102-240-DEC. 18, 1991 (INTERMODAL SURFACE TRANSPORTATION EFFICIENCY ACT OF 1991)
PUBLIC LAW 102-388-OCT. 6, 1992 (DEPARTMENT OF TRANSPORTATION AND RELATED AGENCIES APPROPRIATIONS ACT, 1993)
PUBLIC LAW 104-59-NOV. 28, 1995 (NATIONAL HIGHWAY SYSTEM DESIGNATION ACT OF 1995) <\/td>\n<\/tr>\n
1158<\/td>\nPUBLIC LAW 115-141-MAR. 23, 2018 (CONSOLIDATED APPROPRIATIONS ACT, 2018) DIVISION L, TITLE I <\/td>\n<\/tr>\n
1159<\/td>\nAPPENDIX A2METRIC CONVERSIONS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

FHWA Manual on Uniform Traffic Control Devices (MUTCD), 11th Edition<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
DOT<\/b><\/a><\/td>\n2023<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":454787,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2866],"product_tag":[],"class_list":{"0":"post-454778","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-dot","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/454778","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/454787"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=454778"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=454778"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=454778"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}