AN INVESTIGATION OF CRACKING OF SLAG-AGGREGATE CONCRETE PAVEMENTS
The frequency of cracking in some western New York pavements containing blast-furnace slag coarse aggregate and in others containing other coarse aggregates was investigated. Cracking in slag-aggregate pavements was found to be seven times more frequent than in pavements containing other aggregates. No differences were found in riding quality and service life, but slag-aggregate pavements exhibited a higher level of skid resistance.
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Corporate Authors:
New York State Department of Transportation
Engineering Research and Development Bureau, 1220 Washington Avenue
Albany, NY United States 12232Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC United States 20590 -
Authors:
- Amsler, D E
- Chamberlin, W P
- Jaqueway, J K
- Publication Date: 1975-10
Media Info
- Features: Figures; References; Tables;
- Pagination: 19 p.
Subject/Index Terms
- TRT Terms: Aggregates; Blast furnaces; Coarse aggregates; Concrete; Concrete pavements; Cracking; Fracture mechanics; Industrial wastes; Performance evaluations; Riding qualities; Service life; Skid resistance; Slag cement; Slag coarse aggregates
- Uncontrolled Terms: Concrete cracking
- Geographic Terms: New York (State)
- Subject Areas: Design; Geotechnology; Highways; Pavements;
Filing Info
- Accession Number: 00136805
- Record Type: Publication
- Source Agency: National Technical Information Service
- Report/Paper Numbers: NYSDOT-ERD-75-SR-34 Final Rpt.
- Contract Numbers: Res. Proj. 104-1
- Files: NTIS, TRIS, USDOT, STATEDOT
- Created Date: Jul 13 1976 12:00AM