A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Reduction in transverse pavement cracking by use of softer asphalt cements
Analysis of samples from pavements in service and observation of their field behavior indicated that low-temperature transverse pavement cracking can be reduced by use of softer asphalt cements; evidence is presented, based on consideration of transverse pavement cracking in cold weather, that opposes grading asphalt cements by viscosity at 140 F, and supports their continued grading by penetration at 77 F. (41880)
Reduction in transverse pavement cracking by use of softer asphalt cements
Analysis of samples from pavements in service and observation of their field behavior indicated that low-temperature transverse pavement cracking can be reduced by use of softer asphalt cements; evidence is presented, based on consideration of transverse pavement cracking in cold weather, that opposes grading asphalt cements by viscosity at 140 F, and supports their continued grading by penetration at 77 F. (41880)
Reduction in transverse pavement cracking by use of softer asphalt cements
Highw Res Board -- Special Rep
McLeod, N.W. (author)
1969
8 pages
Report
English
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