007845521999PDFResearch PaperFHWA-RD-99-177Portland cement concretePatchingMaterials testsSpallingPavement performanceLong term pavement performance (LTPP)Partial depth patchesTurner-Fairbank Highway Research CenterUnited States. Federal Highway AdministrationNTL-HIGHWAY/ROAD TRANSPORTATION-Pavement Management and PerformanceFederal Highway AdministrationThe primary aim of the partial-depth spall repair study was to determine the most effective and economical materials and procedures for placing quality, long-lasting partial-depth patches in jointed concrete pavements. A secondary objective of the study was to identify any performance-related material tests that would enhance the material selection process and provide a better guarantee of ...
007788291999Final ReportPDFTech ReportFHWA-RD-99-142DTFH61-93-C-00051Cost effectivenessPavement join...
Federal Highway Administration1999PDFTech ReportEvans, L.D.Pozsgay, M.A.Smith, K.L.Romine, A.R.ERES ...
Partial-depth patching mixes must rapidly gain strength to allow the roadway to be reopened to traff...
8233443991999Final report; Oct. 1993-June 1999.PDFTech ReportFHWA-RD-99- 1 53DTFH6 1-93-C-0005 1Conc...
Federal Highway Administration1999PDFManualWilson,T.P.Smith, K.L.Romine, A.R.United States. Departm...
Federal Highway Administration2000PDFManualWilson, T. P.Romine, A. R.Smith, K. L.ERES Consultants, I...
US Transportation Collection2021PDFTech ReportOlson, HeidiTutu, KennethLashley, JustinOman, Matthew ...
The objective of this study was to monitor and evaluate the performance of experimental full-depth r...
PDFTech ReportDOT-FH-11-8876PatchingPavement maintenancePortland cement concreteBituminous concrete ...
007845531999PDFResearch PaperFHWA-RD-99-202Pavement maintenancePotholes (Pavements)Materials testsLo...
007845501999PDFResearch PaperFHWA-RD-99-137Pavement jointsPavement maintenanceConcrete pavementsJoin...
006400341993PDFTech ReportFHWA/IL/PR-111IHR-521Portland cement concretePatchingPavement performanceR...
007788301999Final Report October 1998-June 1999PDFTech ReportFHWA-RD-99-143DTFH61-93-C-00051Asphalt ...
12937985PDFTech ReportVHTRC 84-R35VirginiaVirginia Transportation Research CouncilWyant, David CVirg...
1999Rowshan, ShahedPDFTech ReportFHWA-RD-99-146DTFH61-93-C-00051Concrete pavementsPavement maintenan...
007788291999Final ReportPDFTech ReportFHWA-RD-99-142DTFH61-93-C-00051Cost effectivenessPavement join...
Federal Highway Administration1999PDFTech ReportEvans, L.D.Pozsgay, M.A.Smith, K.L.Romine, A.R.ERES ...
Partial-depth patching mixes must rapidly gain strength to allow the roadway to be reopened to traff...
8233443991999Final report; Oct. 1993-June 1999.PDFTech ReportFHWA-RD-99- 1 53DTFH6 1-93-C-0005 1Conc...
Federal Highway Administration1999PDFManualWilson,T.P.Smith, K.L.Romine, A.R.United States. Departm...
Federal Highway Administration2000PDFManualWilson, T. P.Romine, A. R.Smith, K. L.ERES Consultants, I...
US Transportation Collection2021PDFTech ReportOlson, HeidiTutu, KennethLashley, JustinOman, Matthew ...
The objective of this study was to monitor and evaluate the performance of experimental full-depth r...
PDFTech ReportDOT-FH-11-8876PatchingPavement maintenancePortland cement concreteBituminous concrete ...
007845531999PDFResearch PaperFHWA-RD-99-202Pavement maintenancePotholes (Pavements)Materials testsLo...
007845501999PDFResearch PaperFHWA-RD-99-137Pavement jointsPavement maintenanceConcrete pavementsJoin...
006400341993PDFTech ReportFHWA/IL/PR-111IHR-521Portland cement concretePatchingPavement performanceR...
007788301999Final Report October 1998-June 1999PDFTech ReportFHWA-RD-99-143DTFH61-93-C-00051Asphalt ...
12937985PDFTech ReportVHTRC 84-R35VirginiaVirginia Transportation Research CouncilWyant, David CVirg...
1999Rowshan, ShahedPDFTech ReportFHWA-RD-99-146DTFH61-93-C-00051Concrete pavementsPavement maintenan...
007788291999Final ReportPDFTech ReportFHWA-RD-99-142DTFH61-93-C-00051Cost effectivenessPavement join...
Federal Highway Administration1999PDFTech ReportEvans, L.D.Pozsgay, M.A.Smith, K.L.Romine, A.R.ERES ...
Partial-depth patching mixes must rapidly gain strength to allow the roadway to be reopened to traff...