eLaws | eCases | Texas Statutes | Texas Administrative Code | Texas Courts | Counties & Cities of Texas | Code of Federal Regulations | United States Code |
 Austin
 Transportation Criteria Manual

  Appendix H. FIGURES AND DIAGRAMS  

Latest version.

  • FIGURES FROM SECTION 1

    Figure 1-1 Street Network System
     AppHFig1-1.png

    Figure 1-2 Relationship of Street Classification with Access and Mobility
     AppHFig1-2.png

    Figure 1-3 Types of Vertical Curves, AASHTO 1984
     AppHFig1-3.png

    Figure 1-4 Design Controls for Crest Vertical Curves, AASHTO 1984
     AppHFig1-4.png

    Figure 1-5 Design Controls for SAG Vertical Curves, AASHTO 1984
     AppHFig1-5.png

    Figure 1-6 Desirable Sight Triangle
     AppHFig1-6.png

    Figure 1-7 Intersection Nose Treatment, 6 Lane Divided and 6 Lane Divided
     AppHFig1-7.png

    Figure 1-8 Intersection Nose Treatment, 6 Lane Divided and Neighborhood Collector
     AppHFig1-8.png

    Figure 1-9 Design Elements of Left-turn Bay Channelization
     AppHFig1-9.png

    Figure 1-10 Left-Turn Bay Channelization
     AppHFig1-10.png

    Figure 1-11 Bay Taper Design
     AppHFig1-11.png

    Figure 1-12 Effect of Curves on Bay Tapers
     AppHFig1-12.png

    Figure 1-13 Typical Median Application for Providing Left-Turn Deceleration and Storage into Driveway or Cross-Street
     AppHFig1-13.png

    Figure 1-14 Typical Median Application for Providing Crossing Vehicle Protection from a Driveway or Cross-Street
     AppHFig1-14.png

    Figure 1-15 Typical Median Application, Limitation of Movement to Entering Left-Turns, One Direction
     AppHFig1-15.png

    Figure 1-16 Typical Median Application, Limitation of Movement to Entering Left-Turns, Two Directions
     AppHFig1-16.png

    Figure 1-17 Typical Median Application, Providing "U" Turn Movements
     AppHFig1-17.png

    Figure 1-18 Typical Median Application, Channelized "T"
     AppHFig1-18.png

    Figure 1-19 Median Breaks
     AppHFig1-19.png

    Figure 1-20 Typical Median Opening Layout
     AppHFig1-20.png

    Figure 1-21 Typical Median Application, Full Function, Spacing Appropriate for Signalization
     AppHFig1-21.png

    Figure 1-22 Design Criteria For Local Streets (SF-1 or SF-2)
     AppHFig1-22.png

    Figure 1-23 Design Criteria for Local Streets (SF-3 thru SF-6)
     AppHFig1-23.png

    Figure 1-24 Design Criteria for Loop Streets
     AppHFig1-24.png

    Figure 1-25 Design Criteria for Elbow Streets
     AppHFig1-25.png

    Figure 1-26 Design Crieria for Corner Bubble
     AppHFig1-26.png

    Figure 1-27 Design Criteria for Residential Collector Streets
     AppHFig1-27.png

    Figure 1-28 Design Criteria for Neighborhood Collector Streets
     AppHFig1-28.png

    Figure 1-29 Design Criteria for Commercial Collector Streets
     AppHFig1-29.png

    Figure 1-30 Design Criteria for Industrial Collector Streets
     AppHFig1-30.png

    Figure 1-31 Design Criteria for Primary Collector Streets, 4 Lanes
     AppHFig1-31.png

    Figure 1-32 Design Criteria for Primary Collector Street, 5 Lanes
     AppHFig1-32.png

    Figure 1-33 Design Criteria for Primary Collector Street, 4 Lanes Divided
     AppHFig1-33.png

    Figure 1-34 Design Criteria for Primary Collector Street, 6 Lanes Divided
     AppHFig1-34.png

    Figure 1-34A Design Crieria for MNR 2: Two Lanes, Undivided Minor Arterial Streets with Shared Wide Curb Lanes
     AppHFig1-34A.png

    Figure 1-34B Design Criteria for MNR 2: Two Lanes, Undivided Minor Arterial Streets with Bike Lanes
     AppHFig1-34B.png

    Figure 1-34C Alternate Design Criteria for MNR 2: Two Lanes with Ribbon Curb, Undivided Minor Arterial Streets with Shared Wide Curb Lane
     AppHFig1-34C.png

    Figure 1-34D Alternate Design Criteria for MNR 2: Two Lanes with Ribbon Curb, Undivided Minor Aterial Streets with Bike Lanes
     AppHFig1-34D.png

    Figure 1-34E Alternate Design Criteria for MNR 2: Two Lanes Without Curb and Gutter, Undivided Minor Arterial Streets with Shoulder
     AppHFig1-34E.png

    Figure 1-35A Design Criteria for MNR 4: Four Lanes, Undivided Minor Arterial Streets with Shared Wide Curb Lanes
     AppHFig1-35A.png

    Figure 1-35B Design Criteria for MNR 4: Four Lanes, Undivided Minor Arterial Streets with Bike Lanes
     AppHFig1-35B.png

    Figure 1-36 Design Criteria for 4 Lane Minor Arterial Streets with a Continuous Left-Turn Lane
     AppHFig1-36.png

    Figure 1-36A Design Criteria for MAU 4: Four Lanes, Undivided Major Arterial Streets with Shared Wide Curb Lanes
     AppHFig1-36A.png

    Figure 1-36B Design Criteria for MAU 4: Four Lanes, Undivided Major Arterial Streets with Bike Lanes
     AppHFig1-36B.png

    Figure 1-37 Design Criteria for 4 Lanes Divided, Minor Arterial Streets
     AppHFig1-37.png

    Figure 1-37A Design Criteria for MAD 2: Two Lanes, Divided Major Arterial Streets with Two-Way Left-Turn Lane and Shared Wide Curb Lanes
     AppHFig1-37A.png

    Figure 1-37B Design Criteria for MAD 2: Two Lanes, Divided Major Arterial Streets with Bike Lanes and Two-Way Left-Turn Lane
     AppHFig1-37B.png

    Figure 1-37C Design Criteria for MAD 4: Four Lanes, Divided Major Arterial Streets with Raised Median and Shared Wide Curb Lanes
     AppHFig1-37C.png

    Figure 1-37D Design Criteria for MAD 4: Four Lanes, Divided Major Arterial Streets with Bike Lanes and Raised Median
     AppHFig1-37D.png

    Figure 1-37E Design Criteria for MAD 4: Four Lanes, Diided Major Arterial Streets with Two-Way Left-Turn Lane and Shared Wide Curb Lanes
     AppHFig1-37E.png

    Figure 1-37F Design Criteria for MAD 4: Four Lanes, Divided Major Arterial Streets with Bike Lanes and Two-Way Left-Turn Lane
     AppHFig1-37F.png

    Figure 1-38 Design Criteria for MAD 6: Six Lanes, Divided Major Arterial Streets with Bike Lanes and Raised Median
     AppHFig1-38.png

    Figure 1-40 Design Criteria For Local Cul-De-Sac
     AppHFig1-40.png

    Figure 1-41 Design Criteria For Commercial Cul-De-Sac
     AppHFig1-41.png

    Figure 1-42 Design Criteria For Industrial Cul-De-Sac
     AppHFig1-42.png

    Figure 1-42A Design Criteria for Open-Ended Cul-de-sac
     AppHFig1-42A.png

    Figure 1-43 Design Criteria For One-Way Alleys
     AppHFig1-43.png

    Figure 1-44 Design Criteria For Two-Way Alleys
     AppHFig1-44.png

    Figure 1-45 Alternate Design Criteria for Local Street with Standard Curb and Gutter (SF-1 or SF-2)
     AppHFig1-45.png

    Figure 1-46 Alternate Design Criteria for Local Street with Standard Curb and Gutter (SF-3 thru SF-6)
     AppHFig1-46.png

    Figure 1-47 Alternate Design Criteria for Local Street without Standard Curb and Gutter
     AppHFig1-47.png

    Figure 1-48 Alternate Design Criteria for Residential Collector Street with Standard Curb and Gutter
     AppHfig1-48.png

    Figure 1-49 Alternate Design Criteria for Residential Collector Street without Standard Curb and Gutter
     AppHFig1-49.png

    Figure 1-50 Alternate Design Criteria for Neighborhood Collector Street with Standard Curb and Gutter
     AppHFig1-50.png

    Figure 1-51 Alternate Design Criteria for Neighborhood Collector Street without Standard Curb and Gutter
     AppHFig1-51.png

    Figure 1-52 Alternate Design Criteria for Commercial Collector Street with Standard Curb and Gutter
     AppHFig1-52.png

    Figure 1-53 Alternate Design Criteria for Commercial Collector Street without Standard Curb and Gutter
     AppHFig1-53.png

    Figure 1-54 Alternate Design Criteria for Industrial Collector Street with Standard Curb and Gutter
     AppHFig1-54.png

    Figure 1-55 Alternate Design Criteria for Industrial Collector Street without Standard Curb and Gutter
     AppHFig1-55.png

    Figure 1-56 Alternate Design Criteria for Primary Collector Street with Standard Curb and Gutter
     AppHFig1-56.png

    Figure 1-57 Alternate Design Criteria for Primary Collector Street without Standard Curb and Gutter
     AppHFig1-57.png

    Figure 1-58 Alternate Design Criteria for Divided Primary Collector Street without Standard Curb and Gutter
     AppHFig1-58.png

    Figure 1-59 Cul-de-sacs and Single Outlet Streets
     AppHFig1-59.png

    Figure 1-60 Alternate Design Criteria for Local Cul-de-sacs with Standard Curb and Gutter
     AppHFig1-60.png

    Figure 1-61 Alternate Design Criteria for Local Cul-de-sacs without Standard Curb and Gutter
     AppHFig1-61.png

    FIGURES FROM SECTION 2

    Figure 2-1 Flow Chart of Traffic Impact Analysis
     AppHFig2-1.png

    FIGURES FROM SECTION 3

    Figure 3-1 Relationship Between Flexural, Splitting Tensile and Compressive Strengths for Concrete Made with Three Types of Aggregate
     AppHFig3-1.png

    Figure 3-2 Correction of Effective Modulus of Subgrade Reaction for Potential Loss of Subbase Support
     AppHFig3-2.png

    Figure 3-3 Nomograph for Selecting Swelling Rate Constant
     AppHFig3-3.png

    Figure 3-4 Determining the Approximate Potential Vertical Rise (PVR) for Natural Soils
     AppHFig3-4.png

    Figure 3-5 Chart for Estimating Serviceability Loss Due to Roadbed Swelling
     AppHFig3-5.png

    Figure 3-6 Approximate Method for Estimating Design Subgrade Stiffness Coefficient (SSC) from Laboratory Determined Texas Triaxial Class for Subgrade
     AppHFig3-6.png

    Figure 3-7 Relationship Recommended for Estimating Modulus of Subgrade Reaction from Texas Triaxial Class
     AppHFig3-7.png

    Figure 3-8 Illustration of the Effect of Confidence Level on Design Pavement Structural Requirements
     AppHFig3-8.png

    Figure 3-9 Illustration of Linear Maintenance Cost Model Used in MFPS-1 to Estimate Future Maintenance Expenditures for a Given Facility
     AppHFig3-9.png

    Figure 3-10 Detour Models That Can Be Considered for Routing Traffic Through the Restricted Overlay Zone
     AppHFig3-10.png

    Figure 3-11 Detour Models That Can Be Considered for Routing Traffic Through the Restricted Overlay Zone — continuation
     AppHFig3-11.png

    FIGURES FROM SECTION 4

    Figure 4-1 Curb Ramp
     AppHFig4-1.png

    Figure 4-2 Curb Ramp Cross Section
     AppHFig4-2.png

    Figure 4-3A Detail Detectable Warning On Walk Surface
     AppHFig4-3A.png

    Figure 4-3B Detectable Warning On Walk Surface
     AppHFig4-3B.png

    Figure 4-5 Returned Curb
     AppHFig4-5.png

    FIGURES FROM SECTION 5

    Figure 5-1 Variance Grant for Temporary Type III Permit
     AppHFig5-1.png

    Figure 5-2 General Driveway Layouts
     AppHFig5-2.png

    Figure 5-3 Volume Warrants For Right-Turn Deceleration Lanes
     AppHFig5-3.png

    Figure 5-4 Driveway Profile
     AppHFig5-4.png

    Figure 5-5 Flared Driveway

    Figure 5-6 Design Criteria for Limited Movement Driveways
     AppHFig5-6.png

    FIGURES FROM SECTION 6

    Figure 6-1 Roadway With Barrier Curb
     AppHFig6-1.png

    Figure 6-2 Roadway With Shoulder
     AppHFig6-2.png

    Figure 6-3 Roadway with Side Slopes
     AppHFig6-3.png

    Figure 6-4 Clear Zone Adjustment on Curve Section of Roadway
     AppHFig6-4.png

    Figure 6-5 Typical Existing and Newly Planted Trees in Median
     AppHFig6-5.png

    Figure 6-6 Landscaping Requirements within the Sight Triangle at Intersection
     AppHFig6-6.png

    FIGURES FROM SECTION 7

    Figure 7-1 Off-Road Bikeways, Bicycle-Pedestrian Path
     AppHFig7-1.png

    Figure 7-2 Bicycle Lane
     AppHFig7-2.png

    Figure 7-3 Bibycle Compatible Street
     AppHFig7-3.png

    Figure 7-4 Standard Superelevation For Bikeways
     AppHFig7-4.png

    Figure 7-5 Curve Widening — Bikeways
     AppHFig7-5.png

    Figure 7-6 Desirable Grade — Bikeways
     AppHFig7-6.png

    Figure 7-7 Stopping Sight Distance — Bikeways
     AppHFig7-7.png

    Figure 7-8 Bikeway Sight Distance For Crest Vertical Curves
     AppHFig7-8.png

    Figure 7-9 Bicycle Ramp Design
     AppHFig7-9.png

    Figure 7-10 Bike Lane Treatment at Intersections
     AppHFig7-10.png

    Figure 7-11 Standard Bikeway Signs
     AppHFig7-11.png

    FIGURES FROM SECTION 8

    Figure 8-1 Lane Line Spacing
     AppHFig8-1.png

    Figure 8-2 End of School Zone Lines
     AppHFig8-2.png

    Figure 8-3 School Crosswalks
     AppHFig8-3.png

    Figure 8-4 Typical Striping
     AppHFig8-4.png

    Figure 8-5 End of School Zone Sign
     AppHFig8-5.png

    Figure 8-6 Central Business District Boundaries
     AppHFig8-6.png

    (Amended — Rule Adopted 02/20/98)

    Figure 8-7 Component Parts of a Temporary Traffic Control Zone
     AppHFig8-7.png

    (Amended — Rule Adopted 02/20/98)

    Figure 8-8 Typical Tapers and Buffer Space
     AppHFig8-8.png

    (Amended — Rule Adopted 02/20/98)

    Figure 8-9 Use of Hand Signaling Devices by Flagger
     AppHFig8-9.png

    (Amended — Rule Adopted 02/20/98)

    Figure 8-10 Typical Signs Used in Temporary Traffic Control Zone
     AppHFig8-10.png

    (Amended — Rule Adopted 02/20/98)

    Figure 8-11 Barricade Specifications
     AppHFig8-11.png

    (Amended — Rule Adopted 02/20/98)

    Figure 8-12 Pedestrian Canopy Walk Way
     AppHFig8-12.png

    (Amended — Rule Adopted 02/20/98)

    FIGURES FROM SECTION 9

    Figure 9-1 Parking Lot Design
     AppHFig9-1.png

    Figure 9-2 Fire Access Parking Lots
     AppHFig9-2.png

    Figure 9-3 Use of Interior Planted Strips to Prevent High Speed Diagonal Movement
     AppHFig9-3.png

    Figure 9-4 Curbed End-Islands Preclude Parking Within the Sight Triangle
     AppHFig9-4.png

    Figure 9-5 Typical End Island Designs for Ninety Degree Parking
     AppHFig9-5.png

    Figure 9-6 Typical End Island Designs for Sixty Degree Parking
     AppHFig9-6.png

    Figure 9-7 Loading Dock Dimensions
     AppHFig9-7.png

    Figure 9-8 Service Station Queuing
     AppHFig9-8.png

    Figure 9-9 Design Criteria for Semicircular Drop-offs
     AppHFig9-9.png