Midwest Roadside Safety Facility
VIAF ID: 132862353 ( Corporate )
Permalink: http://viaf.org/viaf/132862353
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Works
Title | Sources |
---|---|
Alternative design of low-tension cable barrier adjacent to steep slopes | |
Attachment of a combination bridge rail to concrete parapet utilizing epoxy adhesive anchors | |
Cable median barrier failure analysis and remediation phase II | |
Cable-to-post attachments for a non-proprietary high-tension cable barrier - phase III | |
Deflection limits for temporary concrete barriers | |
Design and evaluation of a low-tension cable guardrail end terminal system | |
Design and evaluation of an energy-absorbing, reusable roadside/median barrier | |
Design and evaluation of sleeve nut through tensile testing | |
Development and testing of an optimized MASH TL-4 concrete bridge rail | |
Development of a crashworthy pedestrian rail | |
Development of a low-profile bridge rail for test level 2 applications | |
Development of a PCB steel cover plate for large open joints, phase II | |
Development of the Midwest Guard System approach guardrail transition using standardized steel posts | |
Dynamic post testing review | |
Evaluation of the MGS placed 6 inches behind a 6-inch tall AASHTO type-B curb to MASH TL-3 | |
Full-scale crash testing (TL-2) | |
Guidance for installation of Midwest Guardrail System adjacent to slopes | |
Investigating the use of a new universal breakaway steel post - Phase 3 | |
Mash test nos. 3-17 and 3-11 on a non-proprietary cable median barrier | |
MASH TL-4 crash testing and evaluation of the RESTORE barrier | |
MGS with curb and omitted post : evaluation to MASH 2016 test designation no. 3-11 | |
MwRSF research report | |
New Jersey safety barrier tests [VR] 1997?: | |
Performance characteristics of posts embedded in soil | |
Performance evaluation of brass breakaway couplings | |
Performance limits for 6-in. (152-mm) high curbs placed in advance of the MGS using MASH vehicles. | |
Phase 1 mash testing of a thrie beam bullnose with breakaway steel posts (test nos. MSPBN-1, -2, and -3) | |
Phase IB crash testing of single, U-channel sign supports and surrogate, reusable, test vehicle development | |
Phase II evaluation of floor pan tearing for cable barrier systems | |
Roadside grading guidance : phase II | |
Safety performance evaluation of Minnesota's aluminum work zone signs | |
Steel-post version of trailing-end anchorage system, phase I | |
Steel railing, type IL-OH : MASH evaluation and implementation guidance |