REPORTS ON EXPERIMENTS WITH CONTINUOUS REINFORCEMENT IN CONCRETE PAVEMENTS - CALIFORNIA

THE CALIFORNIA CONTINUOUS REINFORCED CONCRETE PAVEMENT PROJECT WAS DESIGNED PRIMARILY TO STUDY THE STRESSES IN THE STEEL REINFORCING AND THE CRACK INCIDENCE IN AN 8-IN. UNIFORM THICKNESS PAVEMENT SLAB WITH THE STEEL CENTRALLY PLACED IN THE DEPTH OF THE SLAB, AS WELL AS LONGTIME PERFORMANCE WITH RELATION TO RIDING QUALITIES. /AUTHOR/

• Record URL:
  https://onlinepubs.trb.org/Onlinepubs/hrbproceedings/30/30-005.pdf
• Supplemental Notes:
  • Vol 30, pp 28-44, 12 FIG, 5 TAB, 8 PHOT. 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.
• Authors:
  • STANTON, T E
• Publication Date: 1951

Media Info

• Media Type: Digital/other
• Monograph Title: Proceedings of the Thirtieth Annual Meeting of the Highway Research Board Held at Washington, D.C., January 9-12, 1951
• Serial:
  • Highway Research Board Proceedings
  • Volume: 30
  • Publisher: Highway Research Board

Subject/Index Terms

• TRT Terms: Concrete; Continuously reinforced concrete pavements; Cracking; Material reinforcement; Pavement performance; Structural analysis
• Uncontrolled Terms: Concrete cracking
• Subject Areas: Bridges and other structures; Highways; Pavements;

Filing Info

• Accession Number: 00209438
• Record Type: Publication
• Files: TRIS, TRB
• Created Date: Jul 25 1971 12:00AM