The straight-line relationship between temperatures at a given depth and the surface temperatures combined with 5-day average air temperatures appears to be as valid for upper New York State and Arizona as it was for Maryland. The main differences were in the ranges and mean temperatures. Values given herein are for straight-line equations for all 24 hours and for the depths of 2, 4, 6, 8, 10, and 12 inches (5.1, 10.2, 15.2, 20.3, 25.4, and 30.5 cm). The original concept appears to be valid and may be used with confidence for estimating pavement temperatures at other latitudes and longitudes
PDFTech ReportUT-14.0199087Asphalt pavementsConcrete pavementsSurface temperatureWinterFreeze thaw d...
This study presents the impact of air temperature on the temperature distributions through the depth...
Mechanistic-empirical pavement design methods for flexible pavements are based on the assumption tha...
The straight-line relationship between temperatures at a given depth and the surface temperatures co...
This report discusses the experimental determination of temperature conditions in asphalt pavements....
547775952001PDFBriefFHWA-RD-01-081Asphalt concrete pavementsTemperatureAdjustment factorsDeflection ...
US Transportation Collection2020PDFTech ReportKassem, EmadBayomy, Fouad M. S.Williams, ChristopherSa...
Temperature is the most influential climatic variable for flexible pavement design using a mechanist...
The surface temperature of pavements is a critical attribute during pavement design. Surface tempera...
An accurate and rapid estimation of the pavement temperature field is desired to better predict pave...
1998Rowshan, ShahedPDFTech Reporthttps://www.fhwa.dot.gov/publications/research/infrastructure/pavem...
2871089PDFTech ReportVHTRC 76-R50VirginiaVirginia Transportation Research CouncilVaswani, N. KUnited...
This report summarizes the results of an effort to characterize pavement temperature that includes ...
PDFTech ReportUT-14.0399087Asphalt pavementsConcrete pavementsWinter maintenanceSurface temperatureT...
9393272002PDFResearch Paperhttps://ntlrepository.blob.core.windows.net/lib/13000/13100/13135/PB20031...
PDFTech ReportUT-14.0199087Asphalt pavementsConcrete pavementsSurface temperatureWinterFreeze thaw d...
This study presents the impact of air temperature on the temperature distributions through the depth...
Mechanistic-empirical pavement design methods for flexible pavements are based on the assumption tha...
The straight-line relationship between temperatures at a given depth and the surface temperatures co...
This report discusses the experimental determination of temperature conditions in asphalt pavements....
547775952001PDFBriefFHWA-RD-01-081Asphalt concrete pavementsTemperatureAdjustment factorsDeflection ...
US Transportation Collection2020PDFTech ReportKassem, EmadBayomy, Fouad M. S.Williams, ChristopherSa...
Temperature is the most influential climatic variable for flexible pavement design using a mechanist...
The surface temperature of pavements is a critical attribute during pavement design. Surface tempera...
An accurate and rapid estimation of the pavement temperature field is desired to better predict pave...
1998Rowshan, ShahedPDFTech Reporthttps://www.fhwa.dot.gov/publications/research/infrastructure/pavem...
2871089PDFTech ReportVHTRC 76-R50VirginiaVirginia Transportation Research CouncilVaswani, N. KUnited...
This report summarizes the results of an effort to characterize pavement temperature that includes ...
PDFTech ReportUT-14.0399087Asphalt pavementsConcrete pavementsWinter maintenanceSurface temperatureT...
9393272002PDFResearch Paperhttps://ntlrepository.blob.core.windows.net/lib/13000/13100/13135/PB20031...
PDFTech ReportUT-14.0199087Asphalt pavementsConcrete pavementsSurface temperatureWinterFreeze thaw d...
This study presents the impact of air temperature on the temperature distributions through the depth...
Mechanistic-empirical pavement design methods for flexible pavements are based on the assumption tha...