Caltrans Bridge Design Specifications

SECTION 5 - RETAINING WALLS

bedrock at the site as defined in the Caltrans Seismic Hazard Map. Generally the vertical seismic coefficient, ... BRIDGE DESIGN SPECIFICATIONS • AUGUST 2004 Figure 5.5.5.10.4-1 Distribution of Vertical Stress with Depth Due to Applied Vertical Stress ( Continued )

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2008 International Orthotropic Bridge Conference LRFD HIGHWAY ...

As a senior bridge engineer and technical specialist for the California Department of Transportation, she has written amendments to the AASHTO Load and Resistance Factor Design Bridge Specifications , chaired the Caltrans Loads Committee, served on the LRFD Executive Committee, and

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CALTRANS EVOLVING SEISMIC DESIGN PRACTICE

Instead the force reduction factor used to reduce the reported elastic forces was based on an assumed or expected ductility for typical structures designed with levels of transverse reinforcement and the accompanying provisions required by the Caltrans Bridge Design Specifications.

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LRFD 11-3 D ESIGNER’ S C HECKLIST F OR P RESTRESSING IN P ...

· The design force should result in zero tension under DC + DW. · For allowable tensile stresses, refer to Table 5.9.4.2.2-1 in the AASHTO LRFD Bridge Design Specifications as amended by Caltrans.

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4-10 STANDARD SLAB BRIDGE - GENERAL INSTRUCTIONS

Design Method Load Factor Design based on Caltrans Bridge Design Specifications. 2. General Design Considerations The design engineer shall ensure that the entire structural system meets Caltrans Seismic Design Criteria (SDC) requirements.

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SECTION 14 - BEARINGS

BRIDGE DESIGN SPECIFICATIONS • A PRIL 2000 ... shall the sum be less than 0.015 radians. 14.5GENERAL REQUIREMENTS FOR BEARINGS Bearings may be fixed or movable as required for the bridge design.

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The AASHTO LRFD Bridge Design Specifications : Yesterday ...

The AASHTO LRFD Bridge Design Specifications : Yesterday, Today and Tomorrow John M. Kulicki, Ph.D., Chairman/CEO Modjeski and Masters, Inc. ... Combinations by Nowak, Knott and Dumas, August, 1996 NCHRP 489 -extreme events, 1999 2005 T-5 presentation by Sue Hida on CALTrans in-house ...

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PCI Bridge Manual Chapter 15

PCI BRIDGE DESIGN MANUAL CHAPTER 15 JUN 04 NOTATION 15.1 INTRODUCTION 15.1.1 Seismic Activity 15.1.2 Seismic Design Criteria 15.1.2.1 Background 15.1.2.2 Performance Objectives 15.1.2.3 Current Design Specifications 15.1.2.3.1 Standard Specifications 15.1.2.3.2 Caltrans Specifications 15.1.2.3.3 ...

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REQUEST FOR QUALIFICATIONS ENG-#1001 ENGINEERING/BRIDGE ...

Caltrans Bridge Design Specifications 13. Caltrans Bridge Seismic Design References 14. Caltrans Memo to Designers 15. Caltrans Bridge Design Details 16.

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Bridge Design Criteria

This reference is hereby referred to as "AASHTO Ped Bridge". 1.2 AASHTO LRFD Bridge Design Specifications , American ... This reference is hereby referred to as "FP-03". 1.4 Bridge Design Specifications, California Department of Transportation (CALTRANS) , current version as of September 2004,.

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