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Title: PRESTRESSED PAVEMENT JOINT DESIGNS (DISCUSSION AND CLOSURE)
Accession Number: 00372924
Record Type: Component
Availability: Find a library where document is available Abstract: Four transverse joint designs for prestressed concrete pavements are presented. Items considered in developing the designs include slab length, tendon force, tendon size, tendon spacing, desired midslab prestress, allowable joint movement, and use of one or two active joints between adjacent main slabs. Proper attention must be given to joint hardware design because a large number of items such as anchors, strands, load-transfer devices, infiltration-prevention devices, reinforcement, and positioning bars are located within a few inches of the joint. Therefore, detailing of joint hardware is a critical element of design. Designs I, II, and III are for an 8-in-thick pavement with main slab lengths of 350 ft. A short prestressed gap slab and a single active joint are used between the main slabs. Design IV is for a 7-in-thick pavement with main slab lengths of 250 ft. A tied concrete shoulder is used. Gap slabs are 10 in. thick, conventionally reinforced, with an active joint at each end. (Author)
Supplemental Notes: Publication of this paper sponsored by Committee on Rigid Pavement Design. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.
Monograph Title: Monograph Accession #: 01416492
Authors: Nussbaum, P JTayabji, S DCiolko, A TEditors: Herman, Scott CDiscussers: Stanek, Floyd J
Pagination: pp 1-11
Publication Date: 1982
Serial: ISBN: 0309035007
Media Type: Print
Features: Figures
(13)
; References
(13)
; Tables
(6)
TRT Terms: Uncontrolled Terms: Subject Areas: Design; Highways; Materials; Pavements; I22: Design of Pavements, Railways and Guideways
Files: TRIS, TRB
Created Date: May 31 1983 12:00AM
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