BRIDGE DECK DETERIORATION AND CRACK CONTROL

AN EVALUATION IS MADE OF BRIDGE DECK SURVEY FINDINGS AND LABORATORY RESEARCH DATA IN ORDER TO CHARACTERIZE THE MOST COMMON TYPES OF BRIDGE DECK DETERIORATION. POSSIBLE CAUSES ARE IDENTIFIED FROM THE FINDINGS OF PUBLISHED BRIDGE DECK SURVEYS. THE MOST WIDELY ACCEPTED MECHANISMS OF DETERIORATION AND RELATED RESULTS OF RESEARCH ON CONCRETE FRACTURE ARE DESCRIBED. THE THERMAL INCOMPATIBILITY MECHANISM AND STRUCTURAL CRACKING MECHANISM ARE INTRODUCED TO EXPLAIN CERTAIN LABORATORY TEST RESULTS AND OBSERVED BRIDGE DECK DETERIORATION. THE USE OF REVIBRATION, NONRUSTING REINFORCEMENT, POLYMERIZED CONCRETE, MIXES WITH IMPROVED RESISTANCE TO EARLY CRACKING, AND THE ADOPTION OF IMPROVED METHODS OF MIXTURE QUALITY CONTROL AND AGGREGATE SELECTION ARE SUGGESTED AS POSSIBLE PREVENTATIVES. /AUTHOR/

• Supplemental Notes:
  • Vol 96, No ST10, PROC PAPER 7579, PP 2021-2036
• Authors:
  • Callahan, J P
  • Lott, J L
  • Kesler, C E
• Publication Date: 1970-10

Media Info

• Serial:
  • Journal of the Structural Division
  • Publisher: American Society of Civil Engineers

Subject/Index Terms

• TRT Terms: Bridge decks; Concrete; Concrete aggregates; Cracking; Data collection; Deterioration; Machines; Material reinforcement; Pavement cracking; Polymerization; Quality control; Surveys
• Uncontrolled Terms: Causes; Concrete cracking
• Old TRIS Terms: Mechanisms; Revibration; Thermal incompatibility
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00209338
• Record Type: Publication
• Files: TRIS
• Created Date: Dec 2 1970 12:00AM