Standard Drawings Listing (ACTIVE Individual Files)
Last updated February 2, 2018
Comments or enquiries can be directed to geometricdesignweb@gov.ab.ca
Note for Revisions Triangles on Standard Drawings:
Revision triangles shown on the standard drawings are used to show revisions in the general area of the drawing and may not necessarily show each revision separately. A single revision triangle may identify several changes in the standard drawing. Users should compare the new version of a drawing to the previous version to determine all changes.
Superseded,obsolete and suspended drawings can be found on http://www.transportation.alberta.ca/6034.htm
| Drawing No. | Drawing Description | Page No. | Revision | Date |
|---|---|---|---|---|
| Alberta Weak Post and Strong Post W-Beam Guardrail | ||||
| TEB 3.01 | W-Beam Guardrail Hardware Wood Spacer Block and Post. Strong Post System | H-APP-B1-1 | 1 | Mar/11/16 |
| TEB 3.02 | W-Beam Guardrail Hardware Rail Detail | H-APP-B1-2 | 3 | Aug/05/07 |
| TEB 3.03 | W-Beam Guardrail Hardware End Section - Wing | H-APP-B1-3 | 3 | Aug/05/07 |
| TEB 3.05 | W-Beam Guardrail Hardware Terminal Connector | H-APP-B1-5 | 1 | Jul/12/05 |
| TEB 3.06 | W-Beam Guardrail Hardware Bolt, Nut and Washer | H-APP-B1-6 | 2 | Sep/14/05 |
| TEB 3.09 | Strong Post W-Beam Blocked-Out Guardrail | H-APP-B1-7 | 7 | Mar/11/16 |
| TEB 3.11a | Strong Post W-Beam Blocked Out Terminal End Treatment Wing End | H-APP-B1-31 | 1 | Sept/14/05 |
| TEB 3.11b | Weak Post W-Beam Blocked Out Terminal End Treatment Wing End | H-APP-B1-32 | 1 | Sept/14/05 |
| TEB 3.15a | Typical W-Beam Strong Post or Modified Thrie Beam Guardrail Placement Roadside Hazards (Two and Four Lane Highways) | H-APP-B1-10 | 1 | Jul/02/13 |
| TEB 3.16a | Typical Strong Post W-Beam or Modified Thrie Beam Guardrail Placement at Bridge Approaches (Two-Lane Highway) | H-APP-B1-12 | 3 | Jul/02/13 |
| TEB 3.17a | Typical Strong Post W-Beam or Modified Thrie Beam Guardrail Placement at Bridge Approaches (Four Lane Divided Highway) | H-APP-B1-13 | 2 | Jul/02/13 |
| TEB 3.18a | Typical Strong Post W-Beam or Modified Thrie Beam Guardrail Placement for Median Hazards | H-APP-B1-17 | Jul/12/05 | |
| TEB 3.56a | Weak Post W-Beam Installation on First Stage Paving Projects | H-APP-B1-19 | 2 | Jul/02/13 |
| RDG-B1.1 | W-Beam Cable Anchor Terminal (Exit End Treatment for Divided Highways) | H-APP-B1-20 | 1 | Mar/11/16 |
| RDG-B1.2 | Hardware Details for W-Beam and Thrie Beam Guardrail Cable Anchor Terminal | H-APP-B1-21 | Nov/07 | |
| RDG-B1.3 | Foundation Tube and Foundation Tube Soil Plate Details for W-Beam and Thrie Beam Cable Anchor Terminal | H-APP-B1-22 | Nov/07 | |
| RDG-B1.5 | W-Beam Strong Post TL-3 Fleat 350 Energy Absorbing Terminal | H-APP-B1-24 | 1 | Mar/11/16 |
| RDG-B1.6 | W-Beam Strong Post TL-3 Fleat MT Energy Absorbing Terminal for Median Applications | H-APP-B1-25 | 1 | Mar/11/16 |
| RDG-B1.7 | W-Beam Strong Post Median or Gore Area Termination TL-3 CAT 350 Terminal | H-APP-B1-26 | 1 | Mar/11/16 |
| RDG-B1.9 | Transition of Weak Post W-Beam Guardrail to Strong Post W-Beam Guardrail | H-APP-B1-28 | 2 | Mar/11/16 |
| RDG-B1.10 | Strong Post W-Beam Guardrail for Mountable and Semi-Mountable Curb | H-APP-B1-29 | Jul/09 | |
| RDG-B1.11 | Typical Strong Post W-Beam Guardrail TL-3 End Treatment with Curb and Gutter Transition | H-APP-B1-30 | Jul/09 | |
| RDG-B1.12 | Typical Material Widening for Barrier Installations | H-APP-B1-33 | Apr/12 | |
| RDG-B1.13 | 90 Degree Short Radius Guardrail | H-APP-B1-34 |
1 |
Feb/18 |
| TEB 3.54 | W-Beam Guardrail Specifications for Curved Rails | H-APP-B1-35 | 1 | Jan/18 |
| High Tension Cable System | ||||
| RDG-B2.1 | Typical High Tension Cable Barrier Median Installation Slopes 6(H):1(V) or Flatter | H-APP-B2-3 | 1 | 28 Oct 16 |
| RDG-B2.2 | Typical High Tension Cable Barrier Median Installation 6(H):1(V)>Slopes=4(H):1(V) | H-APP-B2-4 | 1 | 28 Oct 16 |
| RDG-B2.3 | Typical High Tension Cable Barrier Median Installation Slopes Steeper Than 4(H):1(V) | H-APP-B2-5 | 1 | 28 Oct 16 |
| RDG-B2.4 | Typical High Tension Cable Barrier Roadside Installation | H-APP-B2-6 | 2 | 28 Oct 16 |
| RDG-B2.5 | High Tension Cable Barrier, Standard Payment Sections | H-APP-B2-7 | 21 Mar 17 | |
| RDG-B2.6 | High Tension Cable Barrier Transition to W-Beam, Standard Payment Sections | H-APP-B2-8 | 21 Mar 17 | |
| Weak Post Box Beam Guardrail | ||||
| TEB3.22 | Median Box Beam Barrier Installation Detail Treatment of Median Hazard | H-APP-B3-1 | Dec/15/92 | |
| TEB3.23 | Median Box Beam Guardrail Rail and Splice Plate Detail | H-APP-B3-2 | Dec/21/92 | |
| TEB3.24 | Median Box Beam Guardrail Post Detail | H-APP-B3-3 | 1 | Jun/05 |
| TEB3.27 | Standard Box Beam Guardrail Detail of Splice Plate Used at End Treatment | H-APP-B3-5 | Dec/13/92 | |
| TEB3.27a | Median Box Beam Guardrail Detail of Splice Plate Used at End Treatment | H-APP-B3-6 | Dec/13/92 | |
| TEB3.28 | Standard Box Beam Guardrail Retainer Assembly and Track Welding Details | H-APP-B3-7 | Dec/20/92 | |
| TEB3.28a | Median Box Beam Guardrail Retainer Assembly and Track Welding Details | H-APP-B3-8 | Dec/20/92 | |
| TEB3.30 | Median Box Beam Guardrail Expansion Joint Splice Detail | H-APP-B3-9 | Dec/11/92 | |
| TEB3.33 | Standard Box Beam Guardrail Post Detail | H-APP-B3-10 | 1 | Jun/95 |
| TEB3.34 | Standard Box Beam Guardrail Bracket Assembly Detail | H-APP-B3-11 | Dec/29/92 | |
| TEB3.35 | Standard Box Beam Guardrail Rail and Splice Plate Detail | H-APP-B3-12 | Dec/11/92 | |
| TEB3.36 | Standard Box Beam Guardrail Bent Splice Plate Detail | H-APP-B3-13 | Dec/20/92 | |
| TEB3.39 | Standard Box Beam Guardrail Assembly Detail for 0.915m and 1.83m Post Spacing | H-APP-B3-15 | Dec/20/92 | |
| TEB3.40 | Standard Box Beam Guardrail Expansion Joint Splice Detail | H-APP-B3-16 | Dec/11/92 | |
| TEB3.46 | Standard Box Beam Guardrail Bend Detail for Approach Road RADII | H-APP-B3-17 | Dec/11/92 | |
| Precast F-Shape and "NJ" Shape Concrete Barriers | ||||
| CB6 4.2 M 16 | Precast 'F' Shape Barrier NCHRP 350 Test Level 3 | H-APP-B4-1 | 2 | Aug/10/11 |
| CB6 4.3M1A | Reinforced Concrete Median Barrier NJ Shape | H-APP-B4-2 | 1 | Apr/17/07 |
| CB6 4.3M12 | Precast Concrete Barrier NJ Shape | H-APP-B4-3 | Apr/17/07 | |
| Thrie Beam Guardrail | ||||
| TEB3.15a | Typical W-Beam Strong Post or Modified Thrie Beam Guardrail Placement Roadside Hazards (Two and Four Lane Highways) | H-APP-B5-1 | 2 | Jul/02/13 |
| TEB3.16a | Typical Strong Post W-Beam or Modified Thrie Beam Guardrail Placement at Bridge Approaches (Two-Lane Highway) | H-APP-B5-2 | 2 | Sep/12/07 |
| TEB3.17a | Typical Strong Post W-Beam or Modified Thrie Beam Guardrail Placement at Bridge Approaches (Four-Lane Divided Highway) | H-APP-B5-3 | 1 | Sep/12/07 |
| TEB3.18a | Typical Strong Post W-Beam or Modified Thrie Beam Guardrail Placement for Median Hazards | H-APP-B5-5 | Jul/12/05 | |
| TEB3.60-1 | Bullnose Guardrail System Protection of Piers in Medians Sheet 1 of 9 | H-APP-B5-7 | 2 | Jun/18/07 |
| TEB3.60-2 | Bullnose Guardrail System Protection of Piers in Medians Sheet 2 of 9 | H-APP-B5-8 | 2 | Jun/18/07 |
| TEB3.60-3 | Bullnose Guardrail System Protection Cable Anchor Sheet 3 of 9 | H-APP-B5-9 | 1 | Jun/18/07 |
| TEB3.60-4 | Bullnose Guardrail System Posts & Blocks Sheet 4 of 9 | H-APP-B5-10 | 1 | Jun/18/07 |
| TEB3.60-5 | Bullnose Guardrail System Rail Section 1 Sheet 5 of 9 | H-APP-B5-11 | 1 | Jun/18/07 |
| TEB3.60-6 | Bullnose Guardrail System Rail Section 2 Sheet 6 of 9 | H-APP-B5-12 | 1 | Jun/18/07 |
| TEB3.60-7 | Bullnose Guardrail System Rail Section 3 Sheet 7 of 9 | H-APP-B5-13 | 1 | Jun/18/07 |
| TEB3.60-8 | Bullnose Guardrail System Plates and Cable Assembly Sheet 8 of 9 | H-APP-B5-14 | 1 | Jun/18/07 |
| TEB3.60-9 | Bullnose Guardrail System Thrie Beam and Cable Length Sheet 9 of 9 | H-APP-B5-14 | 1 | Jun/18/07 |
| TEB3.70 | Modified Thrie Beam Guardrail | H-APP-B5-17 | 4 | Jul/08/09 |
| RDG-B5.1 | Modified Thrie Beam Cable Anchor Terminal with Wing End (Exit End Treatment for Divided Highways) | H-APP-B5-18 | Nov/07 | |
| RDG-B5.2 | Standard Thrie Beam Cable Anchor Terminal with Wing End (Exit End Treatment for Divided Highways) | H-APP-B5-19 | Nov/07 | |
| RDG-B5.3 | Hardware Details for W-Beam and Thrie Beam Guardrail Cable Anchor Terminal | H-APP-B5-20 | Nov/07 | |
| RDG-B5.4 | Foundation Tube and Foundation Tube Soil Plate Details for W-Beam and Thrie Beam Cable Anchor Terminal | H-APP-B5-21 | Nov/07 | |
| RDG-B5.5 | TL-3 Transition from Modified Thrie Beam Guardrail to W-Beam Strong Post Guardrail | H-APP-B5-23 | 1 | Mar/11/16 |
| RDG-B5.6 | Thrie Beam Bullnose Guardrail General Layouts | H-APP-B5-24 | Nov/07 | |
| RDG-B5.7 | Thrie Beam Bullnose Guardrail General Layouts | H-APP-B5-25 | Nov/07 | |
| RDG-B5.8 | Thrie Beam Bullnose Guardrail Detailed Plans | H-APP-B5-26 | Nov/07 | |
| RDG-B5.9 | Thrie Beam Bullnose Guardrail Detailed Plans | H-APP-B5-27 | Nov/07 | |
| RDG-B5.10 | W-Beam Strong Post to Modified Thrie Beam Guardrail Transition at Roadside Structure | H-APP-B5-28 | 1 | Mar/11/16 |
| Cast-in-Place or Extruded F-Shape Concrete Barrier and Single Slope Concrete Barrier | ||||
| CB6-4.3M3 | Slip-Formed Median Barrier F-Shape | H-APP-B6-1 | 4 | Jun/16/05 |
| CB6-4.3M3A | Slip-Formed Concrete Barrier Half F-Shape | H-APP-B6-2 | 1 | Jun/16/05 |
| CB6-4.3M4 | Transition End Section for Reinforced Concrete Median Barrier Curb F-Shape | H-APP-B6-3 | 2 | Oct/86 |
| CB6-4.3M5 | Isometric View of Transition End Section for Reinforced Concrete Median Barrier Curb | H-APP-B6-4 | 2 | Oct/86 |
| RDG-B6.1 | TL-4 Standard Single Slope Concrete Barrier Details | H-APP-B6-5 | 1 | Feb/12 |
| RDG-B6.3 | TL-4 Single Slope Concrete Median Barrier Transition Around Existing Bridge Pier - Sheet 1 of 2 | H-APP-B6-7 | Nov/07 | |
| RDG-B6.4 | TL-4 Single Slope Concrete Median Barrier Transition Around Existing Bridge Pier - Sheet 2 of 2 | H-APP-B6-8 | Nov/07 | |
| RDG-B6.5 | TL-4 Single Slope Concrete Median Barrier Transition Around New Bridge Pier - Sheet 1 of 3 | H-APP-B6-9 | Nov/07 | |
| RDG-B6.6 | TL-4 Single Slope Concrete Median Barrier Transition Around New Bridge Pier - Sheet 2 of 3 | H-APP-B6-10 | 1 | Oct/16/12 |
| RDG-B6.7 | TL-4 Single Slope Concrete Median Barrier Transition Around Existing/New Bridge Pier - Sheet 3 of 3 | H-APP-B6-11 | Nov/07 | |
| RDG-B6.8 | TL-2 and TL-3 Concrete Median Barrier Termination Trac Crash Cushion System (Bidirectional) | H-APP-B6-12 | Nov/07 | |
| RDG-B6.9 | TL-2 and TL-3 Concrete Median Barrier Termination Quadguard Crash Cushion System (Bidirectional) | H-APP-B6-13 | Nov/07 | |
| RDG-B6.10 | TL-2 and TL-3 Unidirectional Quadguard Crash Cushion System for Wide Median Hazards | H-APP-B6-14 | Nov/07 | |
| RDG-B6.11 | Quadguard and Tracc Crash Cushion systems Concrete Pad Foundation | H-APP-B6-15 | Nov/07 | |
| RDG-B6.12 | Transition of TL-4 Single Slope Concrete Barrier to W-Beam Median Guardrail Sheet 1 of 2 | H-APP-B6-16 | 1 | Mar/11/16 |
| RDG-B6.13 | Transition of TL-4 Single Slope Concrete Barrier to W-Beam Median Guardrail Sheet 2 of 2 | H-APP-B6-17 | Nov/07 | |
| RDG-B6.14 | TL-4 Single Slope Concrete Barrier Transition to PL-2 Standard Bridge Concrete Barrier | H-APP-B6-18 | 1 | Jul 11 |
| RDG-B6.15 | Transition of W-Beam Guardrail to TL-4 Single Slope Concrete Roadside Barrier | H-APP-B6-19 | 2 | Mar/11/16 |
| Miscellaneous Drawings | ||||
| TEB1.81 | Typical Breakaway Wood Post | H-APP-B7-4 | Jun/13/08 | |
| TEB 3.19 | Sand Barrel Cushion System | H-APP-B7-1 | 1 | Jul/02/13 |
| TEB 3.51 | Guide Post Delineation for Guardrail | H-APP-B7-3 | 2 | Nov/01/07 |
| RDG-B7.1 | TL-3 W-Beam Guardrail Placement at Minor Structures and Box Culverts | H-APP-B7-5 | 1 | Mar/11/16 |
| RDG-B7.2 | TL-4 Single Slope Concrete Barrier Transition at Median Light Standard Sheet 1 of 2 | H-APP-B7-6 | Nov/07 | |
| RDG-B7.3 | TL-4 Single Slope Concrete Barrier Transition at Median Light Standard Sheet 2 of 2 | H-APP-B7-7 | Nov/07 | |
| RDG-B7.4 | Placement and Protection of Overhead Sign Supports for Divided Roads Sheet 1 of 2 | H-APP-B7-8 | Nov/07 | |
| RDG-B7.5 | Placement and Protection of Overhead Sign Supports for Divided Roads Sheet 2 of 2 | H-APP-B7-9 | Nov/07 | |
| TRANS Standard Drawings for Upgrading of Existing Bridge Approach Rail Transition | ||||
| Refer to Bridges - Bridge Standard Drawings for current versions | ||||
| S-1711-07 | Approach Rail Transition Upgrade Vert. Bar/Horiz. Rail Bridgerail Undivided Highway - Sheet 1 | H-APP-D3-1 | ||
| S-1712-07 | Approach Rail Transition Upgrade Vert. Bar/Horiz. Rail Bridgerail Undivided Highway - Sheet 2 | H-APP-D3-2 | ||
| S-1713-07 | Approach Rail Transition Upgrade Vert. Bar/Horiz. Rail Bridgerail Divided Highway - Sheet 1 | H-APP-D3-3 | ||
| S-1714-07 | Approach Rail Transition Upgrade Vert. Bar/Horiz. Rail Bridgerail Divided Highway - Sheet 2 | H-APP-D3-4 | ||
| S-1715-07 | Approach Rail Transition Upgrade Vert. Bar/Horiz. Rail Bridgerail Divided Highway - Sheet 3 | H-APP-D3-5 | ||
| S-1716-07 | Approach Rail Transition Upgrade 850mm Double Tube Bridgerail Sheet 1 | H-APP-D3-6 | ||
| S-1717-07 | Approach Rail Transition Upgrade 850mm Double Tube Bridgerail Sheet 2 | H-APP-D3-7 | ||
| S-1718-07 | Approach Rail Transition Upgrade 850mm Double Tube Bridgerail Sheet 3 | H-APP-D3-8 | ||
| S-1719-07 | Approach Rail Transition Upgrade 850mm Double Tube Bridgerail Sheet 4 | H-APP-D3-9 | ||
| S-1720-07 | Deep Beam (W-Beam) Bridgerail and Approach Rail Transition Upgrade Details | H-APP-D3-10 | ||