Williams, W. F., Bligh, R. P., & Ivev, D. L. (2011). MASH test 3-11 of the TxDOT single slope bridge rail (type SSTR) on pan-formed bridge deck (Report No. Report 9-1002-3). Texas Transportation Institute. https://rosap.ntl.bts.gov/view/dot/20258
Williams, William F., Roger P. Bligh, and Don L. Ivev. MASH test 3-11 of the TxDOT single slope bridge rail (type SSTR) on pan-formed bridge deck. Report no. Report 9-1002-3. Texas Transportation Institute, 2011. https://rosap.ntl.bts.gov/view/dot/20258.
Williams, William F., et al. MASH test 3-11 of the TxDOT single slope bridge rail (type SSTR) on pan-formed bridge deck. Texas Transportation Institute, 2011, Report no. Report 9-1002-3, ROSA P. https://rosap.ntl.bts.gov/view/dot/20258.
The objective of this crash test was to determine whether the TxDOT Single Slope Traffic Rail (Type
;
SSTR) would perform acceptably on a pan-formed deck when tested according to the guidelines set forth in
;
Manual for Assessing Safety Hardware (MASH). The crash test performed was MASH test 3-11 involving a
;
2270P vehicle (5000-lb pickup truck) impacting the critical impact point (CIP) of the bridge rail at an impact
;
speed and angle of 62 mi/h and 25 degrees, respectively.
;
This report presents the details of the TxDOT Type SSTR on pan-formed bridge deck, description of
;
the crash test performed, an assessment of the test results, and the implementation plan.
;
The TxDOT Type SSTR bridge rail on pan-formed deck performed acceptably for MASH test 3-11.
Williams, W. F., Bligh, R. P., & Ivev, D. L. (2011). MASH test 3-11 of the TxDOT single slope bridge rail (type SSTR) on pan-formed bridge deck (Report No. Report 9-1002-3). Texas Transportation Institute. https://rosap.ntl.bts.gov/view/dot/20258
Williams, William F., Roger P. Bligh, and Don L. Ivev. MASH test 3-11 of the TxDOT single slope bridge rail (type SSTR) on pan-formed bridge deck. Report no. Report 9-1002-3. Texas Transportation Institute, 2011. https://rosap.ntl.bts.gov/view/dot/20258.
Williams, William F., et al. MASH test 3-11 of the TxDOT single slope bridge rail (type SSTR) on pan-formed bridge deck. Texas Transportation Institute, 2011, Report no. Report 9-1002-3, ROSA P. https://rosap.ntl.bts.gov/view/dot/20258.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.