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Title
SHRINKAGE OF LATEX-MODIFIED AND MICROSILICA CONCRETE OVERLAYS
Accession No
00964827
Authors
Buchanan, P M
;
Mokarem, D W
;
Weyers, R E
;
Sprinkel, M M
Journal Title
Transportation Research Record
No. 1834
Corp. Authors
/ Publisher
Transportation Research Board
Publication Date
20030000
Description
p. 33-39; Figures(7); References(6); Tables(5)
Languages
English
Abstract
Shrinkage performance was examined of Virginia Department of Transportation-approved latex-modified and microsilica concrete overlay mixtures. Research was conducted on both field-sampled and laboratory-fabricated restrained and unrestrained specimens. From crack and delamination surveys of sampled bridge decks and laboratory test results, a shrinkage performance-based specification for the Virginia Department of Transportation was developed. There was no significant difference between the unrestrained shrinkage values of latex-modified and microsilica concrete overlay mixtures for the specified time periods. Restrained microsilica concrete specimens generally cracked earlier and more frequently than restrained latex-modified concrete specimens. However, the bridge deck crack and delamination surveys show that conditions and quality of construction and type and frequency of traffic may have a greater effect on cracking than the overlay material.
Supplemental
Information
This paper appears in Transportation Research Record No. 1834, Concrete 2003.
TRT Terms
Bridge decks
;
Concrete overlays
;
Construction
;
Cracking
;
Delamination
;
Field studies
;
Laboratory tests
;
Latex modified concrete
;
Performance based specifications
;
Quality control
;
Shrinkage
;
Traffic
Other Terms
Microsilica concrete
Subject Areas
H32 CEMENT AND CONCRETE
;
H25 STRUCTURES DESIGN AND PERFORMANCE
;
I32 Concrete
;
I24 Design of Bridges and Retaining Walls
ISBN
0309085683
Availability
Transportation Research Board Business Office
Order Document:
http://trb.org/news/blurb_detail.asp?id=2157
Find a library where document is available
Order Document:
http://worldcat.org/isbn/0309085683
URLs
Document:
http://dx.doi.org/10.3141/1834-05
TRIS Files
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