Figure Title

• 46-1A    Treatments for Skewed Intersections

• 46-1B    Pavement Transitions Through Intersections

• 46-1C    Vertical Profiles of Intersecting Roads

• 46-1C(1) Public Road Approach Types and Corresponding Design Vehicles

• 46-1D    Typical Semitrailer Combination Design Vehicle

• 46-1E    Suggested Design Vehicle Selection (Intersections)

• 46-2A    Guidelines for Encroachment for Right Turns (Urban Intersections)

• 46-2B    Effect of Curb Radii and Parking on Turning Paths

• 46-2C    Turning Radii Design

• 46-2D    Turning Radii for Typical Design Vehicles

• 46-2E    Typical Turning Radii Design Assumptions

• 46-3A   Typical Turning Roadway
  (Stop Controlled on Minor Road)

• 46-3B    Derived Pavement Widths, ft, for Turning Roadways for Different Design Vehicles

• 46-3C    Superelevation Rates (Turning Roadways)

• 46-3D    Development of Superelevation at Turning Roadway Terminals

• 46-3E    Typical Designs for Turning Roadways

• 46-3E(1) Stopping Sight Distance for Turning Roadways

• 46-3F    Pavement Cross Slope at Turning Roadway Terminals

• 46-3G    Additional Length of Turning Roadway (Signalized Intersection)

• 46-3H    Typical Pavement Markings for Turning Roadways

• 46-4A    Guidelines for Right-Turn Lanes at Unsignalized Intersections on 2-Lane Highways

• 46-4B    Guidelines for Right-Turn Lanes at Unsignalized Intersection on 4-Lane Highways

• 46-4C    Volume Guidelines for Left-Turn Lanes on Two-Lane Highways

• 46-4H    Functional Lengths of Auxiliary Turning Lanes

• 46-4 I    Typical Auxiliary Lanes at an Intersection

• 46-4 J    Deceleration Distances for Turning Lanes

• 46-4K    Storage Length Adjustment Factors

• 46-4K(1) Recommended Storage Length for Signalized Intersection

• 46-4L    Recommended Storage Lengths (LS) for Unsignalized Intersections

• 46-4M    Channelized Left-Turn Lane for 2-Lane Highway

• 46-4N    Typical Slotted Tapered Left-Turn Lane (Signalized Intersections)

• 46-4N(1) Typical Slotted Parallel Left-Turn
  (Signalized Intersection)

• 46-4 O  Typical Passing Blister for a 2-Lane Highway

• 46-4P    Schematic For Multiple Turn Lanes

• 46-5A    Typical Pavement Markings for a TWLTL

• 46-7A    Extension of Additional Through Lanes

• 46-8A    Recommended Median Opening Spacing
  (Non-Freeway)

• 46-8B    Median Opening Design

• 46-8C    Minimum Design of Median Openings,
  Design Vehicle: P, Control Radius: 70’

• 46-8D    Minimum Design of Median Openings,
  Design Vehicle: SU, Control Radius: 85’

• 46-8E    Minimum Design of Median Openings,
  Design Vehicle WB-50, Control Radius: 100’

• 46-9A    Triangular Island

• 46-9B    Elongated Islands

• 46-9C    Example of a Channelizing Intersection

• 46-10A   Intersection Sight Distance with No Traffic Control

• 46-10B   Adjustment Factors for Sight Distance with No Traffic Control

• 46-10C   Time Gaps for Left or Right Turns,
  Yield Control

• 46-10D   Design Intersection Sight Distance, Left or Right Turn at Yield-Controlled Intersection

• 46-10E   Intersection Sight Distance for Turning Roadways

• 46-10F   Departure Sight Triangles

• 46-10G   Intersection Sight Distance for
  Stop-Controlled Intersection

• 46-10H   Intersection Sight Distance for Passenger Car to Turn Right from a Stop or to Make a Crossing Maneuver

• 46-10H(1) Time Gaps for Crossing Maneuver

• 46-10 I   Time Gaps for Left Turn from the Major Road

• 46-10 J   Intersection Sight Distance for Left Turn from the Major Road

• 46-10K   Sight Triangles at Skewed Intersections

• 46-11A   Drive Embankment Slopes Within Clear Zone

• 46-12A   P — Design Vehicle (1" = 20’ Scale)

• 46-12B   P — Design Vehicle (1" = 50’ Scale)

• 46-12C   SU — Design Vehicle (1" = 20’ Scale)

• 46-12D   SU — Design Vehicle (1" = 50’ Scale)

• 46-12D(1) S-BUS-36 — Design Vehicle (1" = 20’ Scale)

• 46-12D(2) S-BUS-36 — Design Vehicle (1" = 50’ Scale)

• 46-12E   WB-40 — Design Vehicle (1" = 30’ Scale)

• 46-12F   WB-40 — Design Vehicle (1" = 50’ Scale)

• 46-12G   WB-50 — Design Vehicle (1" = 30’ Scale)

• 46-12H   WB-50 — Design Vehicle (1" = 50’ Scale)

• 46-12 I   WB-62 — Design Vehicle (1" = 30’ Scale)

• 46-12 J   WB-62 — Design Vehicle (1" = 50’ Scale)

• 46-12K    WB-65 (IDV) — Design Vehicle
  (1" = 30’ Scale)

• 46-12L    WB-65 (IDV) — Design Vehicle
  (1" = 50’ Scale)

• 46-12N    WB-109D — Design Vehicle
  (1" = 50’ Scale)

• 46-12 O   MH/B — Design Vehicle
  (1" = 30’ Scale)

• 46-12P    MH/B — Design Vehicle (1" = 50’ Scale)