Structural information collected using non-destructive evaluation (NDE) can play an important role in any state DOT pavement management system when collected at the network level. Structural testing can be used to assess current condition as well as to predict future performance of existing pavements and can be an integral part of the decision making process as a component of the pavement management system. Most PMSs focus on functional evaluations of the pavements, this paper will show how network level structural evaluation can be integrated into a pavement management system, and how structural testing can be used to help in selecting the appropriate treatment strategy (from overlay thickness to replacement) and also used as part of a per...
The research team recognized the value of network-level Falling Weight Deflectometer (FWD) testing t...
2016Sivaneswaran, NadarajahDistribution number: HRDI-20/09-16(WEB)EPDFTech ReportFHWA-HRT-15-074DTFH...
2012Guide.Wiser, LarryPDFTech ReportFHWA-HRT-12-025DTFH61-02-C-00138Pavement performanceRehabilitati...
Currently, there are few available simple procedures to identify structurally weak pavement sections...
PDFTech ReportVCTIR 13-R9RC00021Pavement management systemsDecision makingDeflection testsNondestruc...
ABSTRACT Large amounts of seal coats and thin overlays are applied every year by state highway agenc...
This paper investigates the incorporation of structural data in a pavement management system (PMS). ...
2016PDFTech ReportFHWA-HRT-15-074DTFH61-12-C-00031AccuracyDeflection testsDeflectometersEvaluationFi...
Pavement\u27s structural evaluation that provides valuable information about the expected behavior a...
2016PDFBriefFHWA-HRT-15-075Data analysisDeflection testsField testsImplementationInstruments for mea...
Knowledge of the structural condition of a highway pavement is important for pavement management at ...
Structural evaluation provides valuable information about the expected behaviour and response of pav...
It is common practice for highway agencies to apply seal coats, thin overlays, and other types of su...
007844771999PDFTech ReportK-TRAN: KSU-96-4Deflection testsStructural analysisRegression analysisPave...
The research team recognized the value of network-level Falling Weight Deflectometer (FWD) testing t...
The research team recognized the value of network-level Falling Weight Deflectometer (FWD) testing t...
2016Sivaneswaran, NadarajahDistribution number: HRDI-20/09-16(WEB)EPDFTech ReportFHWA-HRT-15-074DTFH...
2012Guide.Wiser, LarryPDFTech ReportFHWA-HRT-12-025DTFH61-02-C-00138Pavement performanceRehabilitati...
Currently, there are few available simple procedures to identify structurally weak pavement sections...
PDFTech ReportVCTIR 13-R9RC00021Pavement management systemsDecision makingDeflection testsNondestruc...
ABSTRACT Large amounts of seal coats and thin overlays are applied every year by state highway agenc...
This paper investigates the incorporation of structural data in a pavement management system (PMS). ...
2016PDFTech ReportFHWA-HRT-15-074DTFH61-12-C-00031AccuracyDeflection testsDeflectometersEvaluationFi...
Pavement\u27s structural evaluation that provides valuable information about the expected behavior a...
2016PDFBriefFHWA-HRT-15-075Data analysisDeflection testsField testsImplementationInstruments for mea...
Knowledge of the structural condition of a highway pavement is important for pavement management at ...
Structural evaluation provides valuable information about the expected behaviour and response of pav...
It is common practice for highway agencies to apply seal coats, thin overlays, and other types of su...
007844771999PDFTech ReportK-TRAN: KSU-96-4Deflection testsStructural analysisRegression analysisPave...
The research team recognized the value of network-level Falling Weight Deflectometer (FWD) testing t...
The research team recognized the value of network-level Falling Weight Deflectometer (FWD) testing t...
2016Sivaneswaran, NadarajahDistribution number: HRDI-20/09-16(WEB)EPDFTech ReportFHWA-HRT-15-074DTFH...
2012Guide.Wiser, LarryPDFTech ReportFHWA-HRT-12-025DTFH61-02-C-00138Pavement performanceRehabilitati...