Show simple item record

contributor authorAlvin H. Meyer
contributor authorB. F. McCullough
date accessioned2017-05-08T21:01:57Z
date available2017-05-08T21:01:57Z
date copyrightSeptember 1983
date issued1983
identifier other%28asce%290733-947x%281983%29109%3A5%28615%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36106
description abstractThis report presents a summary of the results of an investigation into the design, fabrication and installation of precast concrete panels for the repair of continuously reinforced concrete (CRC) pavements. Factors affecting the design of precast panels for CRC repairs are presented. Problems associated with transporting and placing the panels are discussed. Two field installations using the method are presented and illustrated. Conclusions presented include: (1) The use of precast panels for the repair of CRC pavements is a viable alternative; (2) repairs can be made with less than a 6 hr lane closure time; and (3) the method is cost effective when user delay costs are included.
publisherAmerican Society of Civil Engineers
titlePrecast Repair of CRC Pavements
typeJournal Paper
journal volume109
journal issue5
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(1983)109:5(615)
treeJournal of Transportation Engineering, Part A: Systems:;1983:;Volume ( 109 ):;issue: 005
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record