PRELIMINARY REPORT ON CURRENT EXPERIMENT WITH CONTINUOUS REINFORCEMENT IN NEW JERSEY
TWO SECTIONS OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENT WERE CONSTRUCTED ON A LENGTH OF HIGHWAY WHICH CARRIES A CONSIDERABLE VOLUME OF HEAVY TRUCK TRAFFIC. REFERENCE LINES WERE ESTABLISHED TO DETERMINE THE MAGNITUDE OF SUBSEQUENT LONGITUDINAL MOVEMENTS OF THE ENDS AND INTERIOR PORTIONS OF THE CONTINUOUSLY REINFORCED SECTIONS, GAUGE POINTS WERE INSTALLED TO DETERMINE THE WIDTH OF CRACKS, CHANGES IN SECTION LENGTH, CHANGES IN WIDTHS OF ALL TRANSVERSE JOINTS, AND THE AMOUNT OF OPENING OF THE LONGITUDINAL JOINTS. /AUTHOR/
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Supplemental Notes:
- Vol 27, pp 33-42, 6 FIG, 2 TAB. 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.
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Authors:
- Van Breemen, W
- Publication Date: 1948
Media Info
- Media Type: Digital/other
- Monograph Title: Proceedings of the Twenty-Seventh Annual Meeting of the Highway Research Board Held at Washington, D.C. December 2-5, 1947
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Serial:
- Highway Research Board Proceedings
- Volume: 27
- Publisher: Highway Research Board
Subject/Index Terms
- TRT Terms: Concrete; Continuously reinforced concrete pavements; Cracking; Longitudinal joints; Test sections; Transverse joints; Trucks; Width
- Uncontrolled Terms: Concrete cracking; Longitudinal movement
- Subject Areas: Highways; Motor Carriers; Pavements;
Filing Info
- Accession Number: 00205907
- Record Type: Publication
- Files: TRIS, TRB
- Created Date: Jul 2 1971 12:00AM