NTL Record

Title Lightweight Concrete: Shear Performance, Tech Brief
Record ID 61536
Personal Name
Creator
Graybeal, Benjamin A.; Greene, Gary
Corporate Creator United States. Federal Highway Administration; United States. Department of Transportation. Federal Highway Administration. Office of Research, Development, and Technology
Publisher United States. Federal Highway Administration
Publication Date 20150400
Language English
Abstract Concrete with a unit weight between that of traditional lightweight concrete and normal-weight concrete (NWC) is not covered in the American Association of State Highway and Transportation Officials (AASHTO) Load and Resistance Factor Design (LRFD) Bridge Design Specifications. As part of an effort to address this and other perceived shortcomings in how the specification addresses lightweight concrete and how lightweight concrete is deployed in bridges, research was completed to assess the shear performance of these different density concretes. Thirty full-scale precast, prestressed girder tests were completed, and a database of shear performance results was developed that covered a wide range of concrete densities. Proposed revisions to the AASHTO LRFD Bridge Design Specifications were developed and are presented as part of a framework that addresses the performance of structural concrete as a function of density.
Rosap ID dot:39721
Rosap URL https://rosap.ntl.bts.gov/view/dot/39721
TRT Terms Bridges; Density; Girders; Lightweight concrete; Prestressed concrete; Shear tests; Concrete bridges
General Subjects Bridges and other structures; Highways; Materials; I32: Concrete
Geographical
Coverage
United States
TRIS Online
Accession No
1560683
Report Number FHWA-HRT-15-021
Availability Federal Highway Administration
Resource type Brief
URL https://ntlrepository.blob.core.windows.net/lib/61000/61500/61536/15021.pdf
Format PDF
Database NTL Digital Repository