Standard Drawings Listing (INACTIVE Individual Files)
Last updated February 2018
Comments or enquiries can be directed to geometricdesignweb@gov.ab.ca
Important Note:
All drawings on this site have been superseded or are obsolete or are suspended. For current figures in the "Roadside Design Guide", refer to http://www.transportation.alberta.ca/3514.htm
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.
| Drawing No. | Drawing Description | Page No. | Revision | Date |
|---|---|---|---|---|
| Alberta Weak Post and Strong Post W-Beam Guardrail | ||||
| TEB 3.01 | (SUPERSEDED) W-Beam Guardrail Hardware Wood Spacer Block and Post. Strong Post System | H-APP-B1-1 | 3 | Jul/08/09 |
| TEB 3.04 | (OBSOLETE) W-Beam Guardrail Hardware End Section - Buried | H-APP-B1-4 | 3 | Aug/05/07 |
| TEB 3.09 | (SUPERSEDED) Strong Post W-Beam Blocked-Out Guardrail | H-APP-B1-7 | 6 | Jul/08/09 |
| TEB 3.10 | (SUPERSEDED) W-Beam Guardrail Strong Post End Treatment Turn Down (1.9m Spacing - with Blocks) | H-APP-B1-8 | 2 | Jun/05/07 |
| TEB 3.10 | (OBSOLETE) W-Beam Guardrail Strong Post End Treatment Turn Down (1.9m Spacing - with Blocks) | H-APP-B1-8 | 3 | Sept 1/11 |
| TEB 3.10 | (OBSOLETE) W-Beam Guardrail Strong Post End Treatment Turn Down (1.9m Spacing - with Blocks) | H-APP-B1-8 | 3 | Nov 20/12 |
| TEB 3.12 | (SUPERSEDED) W-Beam Guardrail Weak Post End Treatment Turn Down (3.8m Spacing - No Block) | H-APP-B1-9 | 5 | Jun/05/07 |
| TEB 3.12 | (OBSOLETE) W-Beam Guardrail Weak Post End Treatment Turn Down (3.8m Spacing - No Block) | H-APP-B1-9 | 6 | Sept 1/11 |
| TEB 3.12 | (OBSOLETE) W-Beam Guardrail Weak Post End Treatment Turn Down (3.8m Spacing - No Block) | H-APP-B1-9 | 6 | Nov 20/12 |
| TEB 3.15b | (OBSOLETE) Typical W-Beam Weak Post Guardrail Placement Roadside Hazards | H-APP-B1-11 | 1 | Nov/30/12 |
| TEB 3.16a | (SUPERSEDED) Typical Strong Post W-Beam or Modified Thrie Beam Guardrail Placement at Bridge Approaches (Two-Lane Highway) | H-APP-B1-12 | 2 | Sep/12/07 |
| TEB 3.16b | (OBSOLETE) Typical W-Beam Weak Post Guardrail Treatment at Bridge Approaches (Two Lane Highway) | H-APP-B1-13 | 2 | Nov/30/12 |
| TEB 3.17a | (SUPERSEDED) Typical Strong Post W-Beam or Modified Thrie Beam Guardrail Placement at Bridge Approaches (Four Lane Divided Highway) | H-APP-B1-13 | 1 | Sep/12/07 |
| TEB 3.53 | (OBSOLETE) W-Beam Guardrail Turn Down End Hardware | H-APP-B1-18 | 2 | Nov/20/12 |
| TEB 3.56a | (SUPERSEDED) Weak Post W-Beam Installation on First Stage Paving Projects | H-APP-B1-19 | 1 | Jul/08/09 |
| RDG-B1.1 | (SUPERSEDED) W-Beam Cable Anchor Terminal (Exit End Treatment for Divided Highways) | H-APP-B1-20 | Nov/07 | |
| RDG-B1.4 | (SUPERSEDED) W-Beam Strong Post TL-3 ET-Plus Extruder Energy Absorbing Terminal | H-APP-B1-23 | 1 | Jul/02/13 |
| RDG-B1.4 | (TEMPORARILY SUSPENDED) W-Beam Strong Post TL-3 ET-Plus Extruder Energy Absorbing Terminal | H-APP-B1-23 | 2 | Mar/11/16 |
| RDG-B1.5 | (SUPERSEDED) W-Beam Strong Post TL-3 Fleat 350 Energy Absorbing Terminal | H-APP-B1-24 | Nov/07 | |
| RDG-B1.6 | (SUPERSEDED) W-Beam Strong Post TL-3 Fleat MT Energy Absorbing Terminal for Median Applications | H-APP-B1-25 | Nov/07 | |
| RDG-B1.7 | (SUPERSEDED) W-Beam Strong Post Median or Gore Area Termination TL-3 CAT 350 Terminal | H-APP-B1-26 | Nov/07 | |
| RDG-B1.8 | (SUPERSEDED by RDG-B5.10) W-Beam Strong Post to Modified Thrie Beam Guardrail Transition at Roadside Structure | H-APP-B1-27 | 1 | Jul/08/09 |
| RDG-B1.9 | (SUPERSEDED) Transition of Weak Post W-Beam Guardrail to Strong Post W-Beam Guardrail | H-APP-B1-28 | 1 | Jul/08/09 |
| RDG-B1.13 | (SUPERSEDED) 90 Degree Short Radius Guardrail to Strong Post W-Beam Guardrail | H-APP-B1-34 | Feb/02/18 | |
| High Tension Cable System | ||||
| RDG-B2.1 | (SUPERSEDED) Typical High Tension Cable Barrier Median Installation Slopes 6(H):1(V) or Flatter | H-APP-B2-3 | Feb/12 | |
| RDG-B2.2 | (SUPERSEDED) Typical High Tension Cable Barrier Median Installation 6(H):1(V)>Slopes=4(H):1(V) | H-APP-B2-4 | Feb/12 | |
| RDG-B2.3 | (SUPERSEDED) Typical High Tension Cable Barrier Median Installation Slopes Steeper Than 4(H):1(V) | H-APP-B2-5 | Feb/12 | |
| RDG-B2.4 | (SUPERSEDED) Typical High Tension Cable Barrier Roadside Installation | H-APP-B2-6 | 1 | Apr/12 |
| Weak Post Box Beam Guardrail | ||||
| TEB3.26 | (OBSOLETE) Median Box Beam Guardrail Installation Detail for End Treatment | H-APP-B3-4 | Sept 1/11 | |
| TEB3.26 | (OBSOLETE) Median Box Beam Guardrail Installation Detail for End Treatment | H-APP-B3-4 | Nov 20/12 | |
| TEB3.37 | (OBSOLETE) Standard Box Beam Guardrail Installation Detail for End Treatment | H-APP-B3-14 | 2 | Sept 1/11 |
| TEB3.37 | (OBSOLETE) Standard Box Beam Guardrail Installation Detail for End Treatment | H-APP-B3-14 | 2 | Nov 20/12 |
| Precast F-Shape and "NJ" Shape Concrete Barriers | ||||
| CB6 4.2 M 16 | (SUPERSEDED) Precast 'F' Shape Barrier NCHRP 350 Test Level 3 | H-APP-B4-1 | 1 | Sep/06 |
| Thrie Beam Guardrail | ||||
| TEB3.15a | (SUPERSEDED) Typical W-Beam Strong Post or Modified Thrie Beam Guardrail Placement Roadside Hazards (Two and Four Lane Highways) | H-APP-B5-1 | 1 | Dec/12/05 |
| TEB3.70 | (SUPERSEDED) Modified Thrie Beam Guardrail | H-APP-B5-17 | 3 | Jan/05 |
| RDG-B5.5 | (SUPERSEDED) TL-3 Transition from Modified Thrie Beam Guardrail to W-Beam Strong Post Guardrail | H-APP-B5-23 | Nov/07 | |
| RDG-B5.10 | (SUPERSEDED) W-Beam Strong Post to Modified Thrie Beam Guardrail Transition at Roadside Structure | H-APP-B5-28 | Nov/07 | |
| Cast-in-Place or Extruded F-Shape Concrete Barrier and Single Slope Concrete Barrier | ||||
| RDG-B6.1 | (SUPERSEDED) TL-4 Standard Single Slope Concrete Barrier Details | H-APP-B6-5 | Nov/07 | |
| RDG-B6.6 | (SUPERSEDED) TL-4 Single Slope Concrete Median Barrier Transition Around New Bridge Pier - Sheet 2 of 3 | H-APP-B6-10 | Nov/07 | |
| RDG-B6.12 | (SUPERSEDED) Transition of TL-4 Single Slope Concrete Barrier to W-Beam Median Guardrail Sheet 1 of 2 | H-APP-B6-16 | Nov/07 | |
| RDG-B6.14 | (SUPERSEDED) TL-4 Single Slope Concrete Barrier Transition to PL-2 Standard Bridge Concrete Barrier | H-APP-B6-18 | Nov/07 | |
| RDG-B6.15 | (SUPERSEDED) Transition of W-Beam Guardrail to TL-4 Single Slope Concrete Roadside Barrier | H-APP-B6-19 | 1 | Jul/09/09 |
| Miscellaneous Drawings | ||||
| TEB 3.19 | (SUPERSEDED) Sand Barrel Cushion System | H-APP-B7-1 | Nov/23/07 | |
| RDG-B7.1 | (SUPERSEDED) TL-3 W-Beam Guardrail Placement at Minor Structures and Box Culverts | H-APP-B7-5 | Nov/07 | |
| RDG-B7.3 | (SUPERSEDED) TL-4 Single Slope Concrete Barrier Transition at Median Light Standard Sheet 2 of 2 | H-APP-B7-7 | - | Nov/07 |