BRIDGE DECK DETERIORATION: A SUMMARY OF REPORTS
AN ELECTRONICALLY CONTROLLED DETECTOR WAS DEVELOPED WHICH MAPS THE DELAMINATED AREA OF CONCRETE ON A BRIDGE DECK. MATERIALS FOR SURFACE TREATMENT OF CONCRETE BRIDGE DECKS WERE TESTED AS DETERRENTS TO FREEZE-THAW SCALING DAMAGE. AIR ENTRAINED CONCRETE WAS FOUND TO BE THE MOST RESISTANT TO FREEZE-THAW SCALING, AND A MIXTURE OF LINSEED OIL AND KEROSENE WAS FOUND TO BE EFFECTIVE IN COMBATING FREEZE-THAW DAMAGE AT A RELATIVELY LOW COST. MATERIALS AND METHODS FOR REPAIRING DECKS WITH ONE-AND-ONE-HALF-INCH TO TWO-INCH THICK CONCRETE OVERLAYS WERE DEVELOPED, TESTED, AND PROVED IN FIELD INSTALLATIONS.
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Supplemental Notes:
- 130-11F
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Corporate Authors:
Texas Transportation Institute
Texas A&M University System, 1600 E Lamar Boulevard
Arlington, TX United States 76011 -
Authors:
- Furr, H L
- Publication Date: 1972-11
Media Info
- Pagination: 104 p.
Subject/Index Terms
- TRT Terms: Air entrained concrete; Bridge decks; Concrete; Detectors; Deterioration; Electronic equipment; Freeze thaw durability; Maintenance; Methodology
- Uncontrolled Terms: Deteriorated concrete
- Old TRIS Terms: Electronic devices
- Subject Areas: Highways; Maintenance and Preservation;
Filing Info
- Accession Number: 00219120
- Record Type: Publication
- Report/Paper Numbers: Res Rept
- Files: TRIS
- Created Date: Oct 16 1973 12:00AM