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AASHTO - GSCB

Guide Specifications for Design and Construction of Segmental Concrete Bridges

inactive
Organization: AASHTO
Publication Date: 1 January 1989
Status: inactive
Page Count: 143

Document History

AASHTO GSCB
January 1, 2003
Guide Specifications for Design and Construction of Segmental Concrete Bridges
A description is not available for this item.
AASHTO GSCB
January 1, 1999
Guide Specifications for Design and Construction of Segmental Concrete Bridges
A description is not available for this item.
AASHTO GSCB
January 1, 1999
Guide Specifications for Design and Construction of Segmental Concrete Bridges
General These specifications are intended for design of longitudinally and/or transversely post-tensioned bridges utilizing normal weight or sand-lightweight concrete constructed with either precast...
GSCB
January 1, 1989
Guide Specifications for Design and Construction of Segmental Concrete Bridges
A description is not available for this item.

References

This document references:
M 31M/M 31 - Standard Specification for Deformed and Plain Carbon and Low-Alloy Steel Bars for Concrete Reinforcement
Published by AASHTO on January 1, 2022
This specification covers deformed and plain carbon and low-alloy steel concrete reinforcement bars in cut lengths or coils. Steel bars containing alloy additions, such as with the AISI and SAE...
This document references:
ACI 222R - Guide to Protection of Reinforcing Steel in Concrete against Corrosion
Published by ACI on April 1, 2019
This guide discusses the factors that influence corrosion of reinforcing steel in concrete, measures for protecting embedded reinforcing steel in new construction, techniques for detecting corrosion...
This document references:
ACI 209R - Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures
Published by ACI on January 1, 1992
This report presents a unified approach to predicting the effect of moisture changes, sustained loading, and temperature on reinforced and prestressed concrete structures. Material response, factors...
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