Indiana Administrative Code
Title 105 - INDIANA DEPARTMENT OF TRANSPORTATION
Article 9 - TRAFFIC CONTROL DEVICES FOR HIGHWAYS
Rule 2 - Uniform Traffic Control Devices
- Section 2-1 - Manual on uniform traffic control devices adopted (Expired)
- Section 2-2 - Modification to the 1988 Edition of the Manual on Uniform Traffic Control Devices (Repealed)
- Section 2-3 - Introduction (Expired)
- Section 2-4 - Placement and operation of traffic control devices
- Section 2-5 - Definitions of words and phrases
- Section 2-6 - Standardization of application
- Section 2-7 - Sign borders; section 2A.15
- Section 2-8 - Mounting height
- Section 2-9 - Lateral offset
- Section 2-10 - Size of regulatory signs
- Section 2-11 - Speed limit sign (R2-1)
- Section 2-12 - Truck speed limit sign (R2-2)
- Section 2-13 - Speed limit sign (R2-Y2)
- Section 2-14 - Reduced speed ahead signs (R2-5 series)
- Section 2-15 - Intersection lane control signs (R3-5 through R3-8)
- Section 2-16 - Optional movement lane control sign (R3-6)
- Section 2-17 - Do not pass sign (R4-1)
- Section 2-18 - Pass with care sign (R4-2)
- Section 2-19 - Slower traffic keep right sign (R4-3)
- Section 2-20 - Sign R5-Y10d
- Section 2-21 - One way signs (R6-1 and R6-2)
- Section 2-22 - Design of parking, standing, and stopping signs
- Section 2-23 - Traffic signal signs (R10-1 through R10-13)
- Section 2-24 - Weight limit signs (R12-1 through R12-5)
- Section 2-25 - Weigh station signs (R13 series)
- Section 2-26 - Signs R13-Y2 and R16-Y2
- Section 2-27 - Indiana additional warning signs; page 2C-2A
- Section 2-28 - Low clearance signs (W12-2 and W12-2P)
- Section 2-29 - Slippery when wet sign (W8-5)
- Section 2-30 - Cross traffic does not stop plaque (W4-4P)
- Section 2-31 - Intersection warning signs (W2-1 through W2-6)
- Section 2-32 - Motorized traffic signs (W8-6, W11-5, W11-8, and W11-10)
- Section 2-33 - Playground sign (W15-1); adjacent facility sign
- Section 2-34 - Indiana additional warning signs; page 2C-33A
- Section 2-35 - Playground sign (W15-1)
- Section 2-36 - Indiana route marker (M1-5)
- Section 2-37 - Design of route signs
- Section 2-38 - Signs M4-Y11a, M4-Y14, and M4-Y15
- Section 2-39 - End auxiliary sign (M4-6)
- Section 2-40 - Frontage road and local traffic signs (M4-Y14 and M4-Y15)
- Section 2-41 - Route sign assemblies; sign illustration page
- Section 2-42 - Route sign assemblies
- Section 2-43 - Junction assembly
- Section 2-44 - Illustrations of Indiana directional assemblies and other route signs
- Section 2-45 - Directional assembly
- Section 2-46 - Confirming or reassurance assemblies
- Section 2-47 - Destination and distance signs
- Section 2-48 - Destination signs
- Section 2-49 - Location of destination signs
- Section 2-50 - Distance signs
- Section 2-51 - Location of distance signs
- Section 2-52 - Street name sign (D3)
- Section 2-53 - Signs D6-Y4 and D6-Y5
- Section 2-54 - Weigh station signing (D8 series)
- Section 2-55 - Weigh station signing (D8 series); figure 2D-3
- Section 2-56 - Reference posts (D10-1 through D10-3)
- Section 2-57 - Signs I-Y5a, I-Y12, I-Y13, I-Y14, I-Y15, I-Y16, and I-Y17
- Section 2-58 - Sign borders; section 2E.15
- Section 2-59 - Arrows for interchange guide signs
- Section 2-60 - Signing for interchange lane drops
- Section 2-61 - Interchange exit numbering
- Section 2-62 - Other supplemental guide signs
- Section 2-63 - Postinterchange signs
- Section 2-64 - Reference posts
- Section 2-65 - Eligibility
- Section 2-66 - Application
- Section 2-67 - Number and size of logos and signs
- Section 2-68 - Signs at interchanges
- Section 2-69 - Signing policy
- Section 2-70 - State policy
- Section 2-71 - Use of educational plaques
- Section 2-72 - Emergency management
- Section 2-73 - Design of emergency management signs
- Section 2-74 - Emergency aid center signs (EM-6 series)
- Section 2-75 - Widths and patterns of longitudinal pavement markings
- Section 2-76 - Yellow centerline and left edge line pavement markings and warrants
- Section 2-77 - Extensions through intersections or interchanges
- Section 2-78 - Stop and yield lines
- Section 2-79 - Crosswalk markings
- Section 2-80 - Curb markings
- Section 2-81 - Markings for roundabouts
- Section 2-82 - Part 4 table of contents
- Section 2-83 - Definitions relating to highway traffic signals
- Section 2-84 - Basis of installation or removal of traffic control signals
- Section 2-85 - Advantages and disadvantages of traffic control signals
- Section 2-86 - Alternatives to traffic control signals
- Section 2-87 - Adequate roadway capacity
- Section 2-88 - Studies and factors for justifying traffic control signals
- Section 2-89 - Warrant 1, eight-hour vehicular volume
- Section 2-90 - Warrant 2, four-hour vehicular volume
- Section 2-91 - Warrant 3, peak hour
- Section 2-92 - Figures 4C-1 and 4C-2
- Section 2-93 - Warrant 3, peak hour; section 4C.04
- Section 2-94 - Warrant 4, pedestrian volume
- Section 2-95 - Figures 4C-3 and 4C-4
- Section 2-96 - Warrant 4, pedestrian volume; section 4C.05
- Section 2-97 - Warrant 5, school crossing
- Section 2-98 - Warrant 6, coordinated signal system
- Section 2-99 - Warrant 7, crash experience
- Section 2-100 - Warrant 8, roadway network
- Section 2-101 - General
- Section 2-102 - Meaning of vehicular signal indications
- Section 2-103 - Application of steady signal indications
- Section 2-104 - Application of steady signal indications for left turns
- Section 2-105 - Application of steady signal indications for right turns
- Section 2-106 - Prohibited steady signal indications
- Section 2-107 - Unexpected conflicts during green or yellow intervals
- Section 2-108 - Yellow change and red clearance intervals
- Section 2-109 - Application of flashing signal indications
- Section 2-110 - Size, number, and location of signal faces by approach
- Section 2-111 - Number and arrangements of signal sections in vehicular traffic control signal faces
- Section 2-112 - Figure 4D-3
- Section 2-113 - Temporary traffic control signals; section 4D.20
- Section 2-114 - Traffic signal signs, auxiliary
- Section 2-115 - Application of pedestrian signal heads
- Section 2-116 - Size, design, and illumination of pedestrian signal indications
- Section 2-117 - Accessible pedestrian signals
- Section 2-118 - Figure 4E-2
- Section 2-119 - Fundamental principles of temporary traffic control
- Section 2-120 - Tapers
- Section 2-121 - General characteristics of signs
- Section 2-122 - Sign placement
- Section 2-123 - Road (street) work sign (W20-1)
- Section 2-124 - Road work next xx km (miles) sign (G20-1)
- Section 2-125 - End road work sign (G20-2a)
- Section 2-126 - Portable changeable message signs
- Section 2-127 - Temporary traffic control signals; section 6F.74
- Section 2-128 - Location of work
- Section 2-129 - Work on the shoulder with minor encroachment
- Section 2-130 - Typical applications
- Section 2-131 - Need for standards
- Section 2-132 - Size of school signs
- Section 2-133 - Table 7B-1
- Section 2-134 - Position of signs
- Section 2-135 - Sign color for school warning signs
- Section 2-136 - School advance warning sign (S1-1)
- Section 2-137 - Signs S3-Y2, SR5-Y1, and SR5-Y2
- Section 2-138 - School bus stop ahead sign (S3-1)
- Section 2-139 - Stop line markings
- Section 2-140 - Curb markings for parking regulations
- Section 2-141 - Pavement word and symbol markings
- Section 2-142 - Adult guards
- Section 2-143 - Qualifications of adult guards
- Section 2-144 - Uniform of adult guards and student patrols
- Section 2-145 - Student patrols
- Section 2-146 - Criteria for use of grade-separated crossings
- Section 2-147 - Part 8 table of contents
- Section 2-148 - Introduction; section 8A.01
- Section 2-149 - Use of standard devices, systems, and practices; section 8A.02
- Section 2-150 - Uniform provisions; section 8A.03
- Section 2-151 - Purpose
- Section 2-152 - Highway-rail grade crossing (crossbuck) signs (R15-1 and R15-2)
- Section 2-153 - Exempt highway-rail grade crossing signs (R15-3 and W10-1a)
- Section 2-154 - Turn restrictions during preemption
- Section 2-155 - Do not stop on tracks sign (R8-8); section 8B.06
- Section 2-156 - Stop or yield signs at highway-rail grade crossings
- Section 2-157 - Tracks out of service sign (R8-9)
- Section 2-158 - Emergency notification sign (I-13 or I-13a)
- Section 2-159 - Trains may exceed 130 km/h (80 mph) signs (W-108a)
- Section 2-160 - Look sign (R15-8)
- Section 2-161 - Low ground clearance highway-rail grade crossing sign (W10-5)
- Section 2-162 - Storage space signs (W10-11, W10-11a, and W10-11b)
- Section 2-163 - Pavement markings
- Section 2-164 - Buzz strips
- Section 2-165 - Illumination at highway-rail grade crossings
- Section 2-166 - Introduction; section 8D.01
- Section 2-167 - Flashing-light signals, post-mounted
- Section 2-168 - Flashing-light signals, overhead structures
- Section 2-169 - Automatic gates; section 8D.04
- Section 2-170 - Four-quadrant gate systems; section 8D.05
- Section 2-171 - Train detection
- Section 2-172 - Traffic control signals at or near highway-rail grade crossings
- Section 2-173 - Bicyclist traffic control devices; requirements
- Section 2-174 - Design of bicycle signs
- Section 2-175 - Stop and yield signs (R1-1 and R1-2)
- Section 2-176 - Turn or curve warning signs (W1 series)
- Section 2-177 - Other bicycle warning signs
- Section 2-178 - Bicycle route markers (M1-8 and M1-9); section 9B.17
- Section 2-179 - Bicycle route markers (M1-8 and M1-9); section 9B.18
- Section 2-180 - Signal operations for bicycles
- Section 2-181 - Introduction; section 10A
- Section 2-182 - Use of standard devices, systems, and practices; section 10A.02
- Section 2-183 - Uniform provisions; section 10A.03
- Section 2-184 - Introduction; section 108.01
- Section 2-185 - Do not stop on tracks sign (R8-8); section 10C.04
- Section 2-186 - Light rail transit-activated blank-out turn prohibition signs (R3-1a and R3-2a)
- Section 2-187 - Dynamic envelope delineation markings
- Section 2-188 - Four-quadrant gate systems; section 10D.02
- Section 2-189 - Automatic gates; section 10D.03
- Section 2-190 - Traffic signal preemption turning restrictions
Current through March 20, 2024
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