Add to ORKGPDFTech ReportCT-2280-F-14-6SPR 2280Warm mix paving mixturesAsphalt mixturesPolymer asphaltConnecticutConnecticut. Dept. of TransportationZinke, ScottMahoney, JamesConnecticut Transportation InstituteConnecticut Advanced Pavement LaboratoryConnecticut. Dept. of Transportation. Bureau of Policy and PlanningUS Transportation Collectio
Low longitudinal joint density has been identified as one of the major issues relating to poor aspha...
The overall objective of this research was to establish the needed knowledge base for the developmen...
PDFTech ReportCT-2305-F-13-10SPR-2305Hot mix paving mixturesSpecificationsRecommendationsMix designC...
016007822015Final ReportPDFTech ReportCT-2280-F-14-6Project Number SPR 2280Laboratory testsIn place ...
PDFTech Report0092-15-09WHRP 0092-15-09Hot mix paving mixturesLongitudinal jointsDensityPavement per...
015486232011Final ReportPDFTech ReportTRC-0801Asphalt pavementsDensityEvaluationHot mix paving mixtu...
PDFTech ReportProject 0092-15-09Hot mix paving mixturesLongitudinal jointsDensityDurabilityPavement ...
TT-Fed/TT-Reg-6The objective of this study is conduct a literature review regarding the current best...
PDFTech ReportIHRB Project TR-623Quality assuranceQuality controlLongitudinal jointsAsphalt pavement...
Final report.PDFTech ReportFHWA/IN/JTRP-2012/29SPR-3210Asphalt pavementsLongitudinal jointsDurabilit...
A literature review was conducted to identify all current specifications for longitudinal joint dens...
23-3B, 1000462The construction of longitudinal joints to specified densities significantly impacts t...
PDFTech Report96-2Longitudinal jointsDeteriorationReflection crackingHot mix paving mixturesPavingSe...
US Transportation Collection2021PDFTech ReportBahia, HussainSwiertz, DanLow, PingZhang, YuanUniversi...
PDFTech ReportInTrans Project 10-382Quality assuranceQuality controlLongitudinal jointsAsphalt pavem...
Low longitudinal joint density has been identified as one of the major issues relating to poor aspha...
The overall objective of this research was to establish the needed knowledge base for the developmen...
PDFTech ReportCT-2305-F-13-10SPR-2305Hot mix paving mixturesSpecificationsRecommendationsMix designC...
016007822015Final ReportPDFTech ReportCT-2280-F-14-6Project Number SPR 2280Laboratory testsIn place ...
PDFTech Report0092-15-09WHRP 0092-15-09Hot mix paving mixturesLongitudinal jointsDensityPavement per...
015486232011Final ReportPDFTech ReportTRC-0801Asphalt pavementsDensityEvaluationHot mix paving mixtu...
PDFTech ReportProject 0092-15-09Hot mix paving mixturesLongitudinal jointsDensityDurabilityPavement ...
TT-Fed/TT-Reg-6The objective of this study is conduct a literature review regarding the current best...
PDFTech ReportIHRB Project TR-623Quality assuranceQuality controlLongitudinal jointsAsphalt pavement...
Final report.PDFTech ReportFHWA/IN/JTRP-2012/29SPR-3210Asphalt pavementsLongitudinal jointsDurabilit...
A literature review was conducted to identify all current specifications for longitudinal joint dens...
23-3B, 1000462The construction of longitudinal joints to specified densities significantly impacts t...
PDFTech Report96-2Longitudinal jointsDeteriorationReflection crackingHot mix paving mixturesPavingSe...
US Transportation Collection2021PDFTech ReportBahia, HussainSwiertz, DanLow, PingZhang, YuanUniversi...
PDFTech ReportInTrans Project 10-382Quality assuranceQuality controlLongitudinal jointsAsphalt pavem...
Low longitudinal joint density has been identified as one of the major issues relating to poor aspha...
The overall objective of this research was to establish the needed knowledge base for the developmen...
PDFTech ReportCT-2305-F-13-10SPR-2305Hot mix paving mixturesSpecificationsRecommendationsMix designC...