MASH test 3-11 on the 5-inch cast in place deck barrier anchors.
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2011-12-01
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Edition:Test report; Sept. 2010-Aug. 2011.
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Abstract:A full-scale crash test was performed to evaluate the impact performance of a Texas T223 concrete ; beam and post bridge rail anchored to a 5-inch cast-in-place deck (CIPD). The testing followed the MASH ; standards for Test Level 3 (TL-3) longitudinal barriers. The test performed was American Association of ; State Highways and Transportation Officials (AAHSTO) Manual for Assessing Safety Hardware (MASH) ; test 3-11, which involves a 2270P (5000 lb) pickup truck impacting the critical impact point (CIP) of the ; barrier at a nominal impact speed and angle of 62 mi/h and 25 degrees, respectively. This test evaluated the ; strength of the barrier and its anchorage to the 5-inch CIPD. ; The T223 bridge rail anchored to a 5-inch CIPD successfully met all required MASH evaluation ; criteria. The rail anchorage withstood the design impact without any visible distress. The rail anchorage ; detail is considered suitable for implementation when concrete bridge rails are attached to 5-inch decks cast ; on prestressed box and slab beams. The anchorage detail is considered acceptable for use with the T223 ; bridge rail, other concrete bridge rails, and metal rails mounted on concrete parapets.
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Main Document Checksum:urn:sha-512:073d735ca4dce12e0ea284b7d1117426ae5ca3b835f1671d92846533bad3318d47f964dcf8deb4e2ec662417c5b380aecde1a37b81ffd168bc80aea8953f71c5