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Title: CONTRACTION AND EXPANSION JOINTS
Accession Number: 00205815
Record Type: Component
Availability: Transportation Research Board Business Office 500 Fifth Street, NW Abstract: THE SPACING OF CONTRACTION CRACKS (IF NO JOINTS ARE USED) DEPENDS PRIMARILY UPON THE TENSILE STRENGTH OF THE CONCRETE AND THE COEFFICIENT OF FRICTION BETWEEN THE SLAB AND SUBGRADE. IN DESIGNING JOINT SPACING TO ELIMINATE CRACKS, THESE FACTORS MUST BE EVALUATED ACCORDING TO THE PREVAILING TEMPERATURE CONDITINS AND PROBABLE SMOOTHNESS OF SUBGRADE. A MINIMUM SPACING OF CONTRACTION JOINTS TO PREVENT CRACKS FORMING DURING THE FIRST 24 HOURS AFTER PLACING ON AN AVERAGE SUBGRADE IS SHOWN THEORETICALLY TO BE ABOUT 37.5 FEET. THE AFFECTS OF LONGITUDINAL STEEL AND SUBGRADE SETTLEMENT ON JOINT SPACING AND THE THEORY FOR THICKNESS OF EXPANSION JOINTS ARE ALSO DISCUSSED.
Supplemental Notes: Vol 8, pp 162-170, 4 FIG, 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.
Monograph Title: Monograph Accession #: 01490390
Authors: Goldbeck, A TEditors: Crum, Roy WPublication Date: 1929
Serial:
Highway Research Board Proceedings
Volume: 8 Media Type: Digital/other
TRT Terms: Uncontrolled Terms: Subject Areas: Highways; Pavements
Files: TRIS, TRB
Created Date: Jul 18 1971 12:00AM
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