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Title:Behavior of shrinkage compensating concretes suitable for use in bridge decks, interim report phase 2
Author(s):Borrowman, Phillip E.; Seeber, Kim E.; Kesler, Clyde E.
Subject(s):Shrinkage
Concrete
Bridge Decks
Abstract:The objective of the research reported here was to determine the expansion and shrinkage behavior of full depth concrete bridge deck sections, composite and non-composite, cast with shrinkage-compensating cement concrete. The concrete decks sections were 8 in. (200mm) thick, 2 ft (610 mm) wide and 4 ft (1220 mm) long. The composite section was 8 in. (200 mm) thick, 3 ft (910 mm) wide and 6 ft (1830 mm) long. The reinforcement was typical of that used in bridge decks in Illinois. The specimens were stored at temperatures of 38 F (3.3 C), 70 F (20 C), 100 F (38 C) and one specimen was stored outside. All specimens were cured 7 days under wet burlap. The results indicate that residual compressive stresses can exist in the concrete after 120 days when appropriate restraint, appropriate shrinkage-compensating cements, and adequate curing are used.
Issue Date:1974-07
Publisher:Department of Theoretical and Applied Mechanics. College of Engineering. University of Illinois at Urbana-Champaign
Series/Report:TAM R 392
1974-6014
Genre:Technical Report
Type:Text
Language:English
URI:http://hdl.handle.net/2142/112123
ISSN:0073-5264
Sponsor:Illinois Cooperative Highway Res Program Ichrp 154; Illinois Dept of Trans 74/07; Trans Dept Federal Highway Adm 74/07
Rights Information:Copyright 1974 Board of Trustees of the University of Illinois
Date Available in IDEALS:2021-11-04


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  • Technical Reports - Theoretical and Applied Mechanics (TAM)
    TAM technical reports include manuscripts intended for publication, theses judged to have general interest, notes prepared for short courses, symposia compiled from outstanding undergraduate projects, and reports prepared for research-sponsoring agencies.

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