TRB Pubsindex
Text Size:

Title:

CONTRACTION AND EXPANSION JOINTS

Accession Number:

00205815

Record Type:

Component

Availability:

Transportation Research Board Business Office

500 Fifth Street, NW
Washington, DC 20001 United States

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 Accession #:

01490390

Authors:

Goldbeck, A T

Editors:

Crum, Roy W

Publication Date:

1929

Serial:

Highway Research Board Proceedings

Volume: 8
Publisher: Highway Research Board

Media Type:

Digital/other

Uncontrolled Terms:

Subject Areas:

Highways; Pavements

Files:

TRIS, TRB

Created Date:

Jul 18 1971 12:00AM

More Articles from this Serial Issue: