Structure Technical Policies (STPs)
Structure Technical Policies (STPs) supplement design specifications by addressing areas not covered; expanding requirements based on successful past practices; and implementing more recent innovations. STPs include policies from previous Memos to Designers (MTDs) and Bridge Design Aids (BDAs). STPs supersede any similar content in the MTDs or BDAs. Content is limited to that which if not followed, requires a Design Exception by the California State Bridge Engineer.
To requested content or files, that are not currently available at this time, please email: Manuals.Products@dot.ca.gov
Structure Technical Policy (STP) Numbers and Titles | Policy Date |
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Section 1. Introduction |
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May 2020 |
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July 2020 |
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1.3 Complex Bridges |
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November 2019 |
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1.5 Project Specific Design Criteria |
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1.6 Asset Numbering |
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1.8 Use of XS Sheets |
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Section 2. General Design, Drainage, and Hydraulics |
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July 2020 |
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2.5 Bridge Deck Drainage |
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2.6 Hydraulic Design for Structures Over Waterways |
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Section 3. Load and Load Factors |
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3.1 Materials Hauling Equipment Loading |
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June 2020 |
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3.3 Wind Load |
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Section 4. Structural Analysis and Evaluation |
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4.1 Live Load Distribution by Three-Dimensional Analysis |
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4.2 Bridges with Skewed Supports |
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4.3 Soundwall Load Distribution |
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4.4 Bridges on Curved Alignment |
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Section 5. Concrete Structures |
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5.1 Corrosion Protection for Structural Concrete Elements (PDF) |
July 2020 |
July 2020 |
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5.3 Precast Prestressed Girders |
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July 2020 |
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5.5 - 5.49 Reserved |
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July 2020 |
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Section 6. Steel Structures |
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November 2019 |
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November 2019 |
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June 2020 |
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Section 7. Aluminum Structures (reserved) |
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Section 8. Wood Structures (reserved) |
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Section 9. Decks and Deck Systems |
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July 2020 |
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9.2 Stay-In-Place Metal Forms for PC Concrete & Steel Superstructures |
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August 2020 |
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Section 10. Foundations |
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10.1 Substructure Type Selection |
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10.2 Geotechnical Deliverables for Substructure Design |
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10.6 Shallow Foundations |
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10.7 Deep Foundations |
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10.8 Cast-In-Concrete-Shell (CICS) Piles |
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10.9 Microplies |
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10.10 Ground Anchor |
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10.11 Design Data Documentation and Evaluation of Anomalous Concrete Shafts |
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10.12 Tip Post-Grouting of Drilled Shafts |
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10.13 Column Isolation Casings |
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Section 11. Walls, Abutments and Piers |
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11.1 Abutments |
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11.2 Integral Abutments |
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11.3 Seismic Design of Abutments |
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11.4 Permissible Horizontal Loads for Abutment Piles |
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11.6 Pier Wall Reinforcement |
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February 2020 |
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August 2020 |
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Section 12. Buried Structures |
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12.1 Buried Reinforced Concrete Box Structures |
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12.2 Capacity Evaluation of the Existing Buried Culvert Structures |
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Section 13. Railings |
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13.1 Temporary Railings |
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Section 14. Joints and Bearings |
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14.1 Bridge Bearings |
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14.2 Bridge Deck Joints and Seals |
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Section 15. Sound Barriers |
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15.1 Sound Wall Design Criteria |
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Section 16. Existing Structures (Including of Rating, Strengthing) |
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February 2020 |
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March 2020 |
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16.3 Widening Closed End Cellular Abutments |
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16.5 Permit Upgrading |
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16.6 Design Criteria for Strengthening Steel Girders for Live Loads |
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16.7 Retrofit Criteria for Bridges |
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August 2020 |
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16.10 Overlays of Existing Bridge Decks |
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Section 17. Temporary Conditions and Structures |
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17.1 Design Criteria for Temporary Prefabricated Modular Steel Panel Truss Bridge (PDF) |
August 2020 |
17.2 Site Seismicity for Temporary, Emergency, and Incomplete Bridges |
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Section 18. Overhead Sign Structures (reserved) |
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Section 19. Railways (reserved) |
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Section 20. Seismic Design |
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20.1 Seismic Design Methodology |
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20.2 Recovery Bridge Selection Criteria |
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20.3 Seismic Design Criteria for Bridge Widening |
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20.4 Seismic Safety Peer Review |
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20.5 to 20.10 reserved |
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20.12 Quantifying the Impacts of Soil Liquefaction and Lateral Spreading on Project Delivery |
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20.13 Tsunami Loads for Bridges |
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20.14 to 20.20 reserved |
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20.21 Understanding Directionality Concepts in Seismic Analysis |
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20.22 Analysis of Bridges that Cross Faults |
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20.23 Lateral Spreading Analysis for New and Existing Bridges |
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20.24 Nonlinear Time History Analysis |
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20.25 Probabilistic Damage Control Assessment (PDCA) for California State Bridges |
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20.26 to 20.30 reserved |
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20.31 Seismic Strength of Concrete Bridge Superstructures |
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20.32 Seismic Design of Slab Bridges |
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20.33 Seismic Design of Ordinary Bridges with Isolation Bearings |
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20.34 Precast Bridge Connection |
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20.35 Seismic Design Criteria for Concrete Open Spandrel Arch Bridges |
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20.36 Seismic Design of Shear Critical members |
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20.37 Application of Headed Bar Reinforcement |