AASHTO GSCB (Interim):2003

AASHTO GSCB (Interim):2003 Guide Specifications For Design And Construction Of Segmental Concrete Bridges Describes design of longitudinally and/or transversely post-lightweight concrete constructed with either precast or cast-in-place box segments of single or multiple cells, or combinations thereof, as

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Table of Contents

DIVISIONI-DESIGNSPECIFICATIONS
SECTIONA-GENERALREQUIREMENTSANDMATERIALS
1.0APPLICATION
2.0MATERIALS
SECTIONB-ANALYSIS
3.0METHODSOFANALYSIS
4.0TRANSVERSEANALYSIS
5.0LONGITUDINALANALYSIS
SECTIONC-DESIGN
6.0LOADS
7.0LOADFACTORS
8.0SEISMICDESIGN
9.0ALLOWABLESTRESSES
10.0PRESTRESSLOSSES
11.0FLEXURALSTRENGTH
12.0SHEARANDTORSION
13.0FATIGUESTRESSLIMITS
14.0POST-TENSIONEDANCHORAGEZONES
15.0PROVISIONALPOST-TENSIONINGDUCTSANDANCHORAGES
SECTIOND-DETAILING
16.0DUCTDETAILS
17.0COUPLERS
18.0CONCRETECOVERANDREINFORCEMENTSPACING
19.0INSPECTIONACCESS
20.0BOXGIRDERCROSSSECTIONDIMENSIONSANDDETAIL
21.0BRIDGEBEARINGS
22.0EXPANSIONJOINTS
SECTIONE-SUBSTRUCTUREDESIGN
23.0SPECIALPROVISIONSFORHOLLOWRECTANGULARSEGMENTAL
BRIDGESUBSTRUCTURES
SECTIONF-SPECIALPROVISIONSFORBRIDGETYPES
24.0PRECASTSEGMENTAL
25.0CAST-IN-PLACESEGMENTAL
26.0INCREMENTALLAUNCHING
27.0PRECASTSEGMENTALBEAMBRIDGE
28.0SPECIFICATIONS,CONTRACTDRAWINGS,ANDALTERNATE
CONSTRUCTIONMETHODS
REFERENCES
COMMENTARY
DIVISIONII-CONSTRUCTIONSPECIFICATIONS
1.0GENERAL
2.0CONCRETE
3.0NON-PRESTRESSEDRAINFORCEMENT
4.0POST-TENSIONINGMATERIALS
5.0INSTALLATIONANDSTRESSINGOFTENDONS
6.0GROUTING
7.0EPOXY
8.0GEOMETRYCONTROL
9.0TOLERANCES
10.0SHOPDRAWINGSANDDESIGNCALCULATIONSFOR
CONSTRUCTIONPROCEDURES
11.0FORMS
12.0PERMANENTBEARINGS
13.0SPECIALPROVISIONSFORCAST-IN-PLACESEGMENTAL
CONSTRUCTION
14.0SPECIALPROVISIONSFORPRECASTCONCRETESEGMENTAL
CONSTRUCTION
15.0SPECIALPROVISIONSFORINCREMENTALLAUNCHING
16.0DEFECTSANDBREAKAGE
REFERENCES
COMMENTARY

Abstract

Describes design of longitudinally and/or transversely post-lightweight concrete constructed with either precast or cast-in-place box segments of single or multiple cells, or combinations thereof, as well as simple span and continuous segmental beam-type bridges.

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