Based on the proposed changes to the National Cooperative Highway Research Program (NCHRP) Report No. 350 guidelines, NCHRP Project 22-14(2) researchers deemed it appropriate to evaluate a strong-post W-beam guardrail systems prior to finalizing the new crash testing procedures and guidelines. For this effort, the Midwest Guardrail System (MGS) was selected for evaluation. One full-scale vehicle crash test was performed on the longitudinal barrier system in accordance with the Test Level 3 (TL-3) requirements presented in the Update to NCHRP Report No. 350. For this test, a 2270P pickup truck vehicle, which was a 1⁄2-ton, four-door vehicle with a 711 mm (28 in.) c.g. height, was used. The MGS system, mounted at the metric top rail height of...
Federal Highway Administration2000PDFTech ReportButh, C. EugeneMenges, Wanda L.Schoeneman, Sandra K....
Three full-scale vehicle crash tests were conducted according to the Manual for Assessing Safety Har...
011157902008Final ReportPDFTech ReportTRP-03-191-08SPR-3(017)Highway safetyGuardrailsMedian barriers...
Based on the proposed changes to the National Cooperative Highway Research Program (NCHRP) Report No...
Development, testing, and evaluation of the Midwest Guardrail System were continued from the origina...
Based on the proposed changes to the National Cooperative Highway Research Program (NCHRP) Report No...
The objective of this research study was to evaluate the MGS (31” tall W-beam guardrail) with an omi...
The objective of this research study was to evaluate the MGS (31” tall W-beam guardrail) with an omi...
The objective of this research study was to design and evaluate the MGS long-span design for use wit...
A 7.62-m long span guardrail system was developed for use over low-fill culverts. The long span desi...
W-beam guardrails are by far the most common restraint system used along both local and major roadwa...
1999McDevitt, Charles F.PDFTech Reporthttps://www.fhwa.dot.gov/publications/research/safety/99065/in...
The objective of this research study was to evaluate the MGS (31” tall W-beam guardrail) with an omi...
PDFTech ReportTRP-03-262-12TPF-5(193) Supplemental #33GuardrailsBeamsImpact testsHighway safetyPerfo...
The objective of this research study was to design and evaluate the MGS long-span design for use wit...
Federal Highway Administration2000PDFTech ReportButh, C. EugeneMenges, Wanda L.Schoeneman, Sandra K....
Three full-scale vehicle crash tests were conducted according to the Manual for Assessing Safety Har...
011157902008Final ReportPDFTech ReportTRP-03-191-08SPR-3(017)Highway safetyGuardrailsMedian barriers...
Based on the proposed changes to the National Cooperative Highway Research Program (NCHRP) Report No...
Development, testing, and evaluation of the Midwest Guardrail System were continued from the origina...
Based on the proposed changes to the National Cooperative Highway Research Program (NCHRP) Report No...
The objective of this research study was to evaluate the MGS (31” tall W-beam guardrail) with an omi...
The objective of this research study was to evaluate the MGS (31” tall W-beam guardrail) with an omi...
The objective of this research study was to design and evaluate the MGS long-span design for use wit...
A 7.62-m long span guardrail system was developed for use over low-fill culverts. The long span desi...
W-beam guardrails are by far the most common restraint system used along both local and major roadwa...
1999McDevitt, Charles F.PDFTech Reporthttps://www.fhwa.dot.gov/publications/research/safety/99065/in...
The objective of this research study was to evaluate the MGS (31” tall W-beam guardrail) with an omi...
PDFTech ReportTRP-03-262-12TPF-5(193) Supplemental #33GuardrailsBeamsImpact testsHighway safetyPerfo...
The objective of this research study was to design and evaluate the MGS long-span design for use wit...
Federal Highway Administration2000PDFTech ReportButh, C. EugeneMenges, Wanda L.Schoeneman, Sandra K....
Three full-scale vehicle crash tests were conducted according to the Manual for Assessing Safety Har...
011157902008Final ReportPDFTech ReportTRP-03-191-08SPR-3(017)Highway safetyGuardrailsMedian barriers...