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Title: RESTORATION OF JOINT LOAD TRANSFER
Accession Number: 00486164
Record Type: Component
Availability: Find a library where document is available Abstract: Load transfer at joints and cracks in concrete pavements greatly affects faulting, cracking, and spalling. The restoration of load transfer has been attempted recently by several highway agencies. The results of field performance studies of 369 restored joints and cracks located in 9 states are presented. Four retrofit load transfer devices were evaluated: round steel dowels, double-vee shear devices (without precompression or grooving), figure-eight devices, and miniature I-beam devices. Extensive field and office data were collected and analyzed. Models were developed to predict the relative performance of the devices. Results indicate that the round steel dowel bar did the best job of reducing faulting, and it showed no device or matrix failure. Additional research is under way to provide improved performance data. A recommended retrofit dowel design for joints and cracks is provided.
Supplemental Notes: This paper appears in Transportation Research Record No. 1183, Systematic Approach to Maintenance. 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 #: 01416543
Authors: Reiter, Michael JDarter, Michael ICarpenter, Samuel HPagination: p. 46-58
Publication Date: 1988
Serial: ISBN: 0309047234
Features: Figures
(15)
; References
(13)
; Tables
(3)
TRT Terms: Uncontrolled Terms: Old TRIS Terms: Subject Areas: Highways; Maintenance and Preservation; I61: Equipment and Maintenance Methods
Files: TRIS, TRB, ATRI
Created Date: Aug 31 1989 12:00AM
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