Three full-scale vehicle crash tests were conducted according to the Manual for Assessing Safety Hardware (MASH) Test Level 3 (TL3) safety performance criteria on a transition between the Midwest Guardrail System (MGS) and a portable concrete barrier (PCB) system. The transition system utilized for test nos. MGSPCB-1 through MGSPCB-3 consisted of a standard MGS that overlapped a series of Fshape PCB segments that approached the MGS at a 15H:1V flare. In the overlapped portion of the barrier systems, uniquely-designed blockout holders and a specialized W-beam end shoe mounting bracket were used to connect the systems. In test no. MGSPCB-1, a 5,079-lb (2,304-kg) pickup truck impacted the barrier at 63.2 mph (101.8 km/h) and 25.3 degrees. ...
10995552007Final ReportPrepared in cooperation with U.S. Department of Transportation, Federal Highw...
US Transportation Collection2021PDFTech ReportSheikh, Nauman M.Bligh, Roger P.Menges, Wanda L.Schroe...
PDFTech ReportTRP-03-314-15TPF-5(193) Supplement #69GuardrailsDeflectionImpact studiesSimulationSpee...
Three full-scale vehicle crash tests were conducted according to the Manual for Assessing Safety Har...
Road construction often requires that work zones be created and shielded by portable concrete barrie...
US Transportation Collection2020PDFTech ReportDobrovolny, Chiara SilvestriSchulz, Nathan D.Bligh, Ro...
PDFTech ReportTRP-03-300-14Work zone traffic controlTemporary barriersGuardrailsSimulationHighway sa...
Three full-scale vehicle crash tests were conducted according to the MASH Test Level 4 (TL-4) safety...
PDFTech ReportTRP-03-318-15Impact testsMedian barriersSpallingEvaluationHighway safetyNebraskaNebras...
Often, road construction causes the need to create a work zone. In these scenarios, portable concret...
Often, road construction causes the need to create a work zone. In these scenarios, portable concret...
The Midwest Guardrail System (MGS) has been full-scale crash tested in many configurations, includin...
US Transportation Collection2020PDFTech ReportWilliams, William F.Abu-Odeh, Akram Y.Kiani, MaysamMar...
A W-beam to thrie beam stiffness transition with a 102-mm (4- in.) tall concrete curb was developed ...
2000Final ReportPDFTech ReportTRP-03-94-00SPR-3(017)Barriers (Roads)Guardrail transition sectionsHig...
10995552007Final ReportPrepared in cooperation with U.S. Department of Transportation, Federal Highw...
US Transportation Collection2021PDFTech ReportSheikh, Nauman M.Bligh, Roger P.Menges, Wanda L.Schroe...
PDFTech ReportTRP-03-314-15TPF-5(193) Supplement #69GuardrailsDeflectionImpact studiesSimulationSpee...
Three full-scale vehicle crash tests were conducted according to the Manual for Assessing Safety Har...
Road construction often requires that work zones be created and shielded by portable concrete barrie...
US Transportation Collection2020PDFTech ReportDobrovolny, Chiara SilvestriSchulz, Nathan D.Bligh, Ro...
PDFTech ReportTRP-03-300-14Work zone traffic controlTemporary barriersGuardrailsSimulationHighway sa...
Three full-scale vehicle crash tests were conducted according to the MASH Test Level 4 (TL-4) safety...
PDFTech ReportTRP-03-318-15Impact testsMedian barriersSpallingEvaluationHighway safetyNebraskaNebras...
Often, road construction causes the need to create a work zone. In these scenarios, portable concret...
Often, road construction causes the need to create a work zone. In these scenarios, portable concret...
The Midwest Guardrail System (MGS) has been full-scale crash tested in many configurations, includin...
US Transportation Collection2020PDFTech ReportWilliams, William F.Abu-Odeh, Akram Y.Kiani, MaysamMar...
A W-beam to thrie beam stiffness transition with a 102-mm (4- in.) tall concrete curb was developed ...
2000Final ReportPDFTech ReportTRP-03-94-00SPR-3(017)Barriers (Roads)Guardrail transition sectionsHig...
10995552007Final ReportPrepared in cooperation with U.S. Department of Transportation, Federal Highw...
US Transportation Collection2021PDFTech ReportSheikh, Nauman M.Bligh, Roger P.Menges, Wanda L.Schroe...
PDFTech ReportTRP-03-314-15TPF-5(193) Supplement #69GuardrailsDeflectionImpact studiesSimulationSpee...