MASH test 3-21 on TL-3 thrie beam transition without curb.
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2013-01-01
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NTL Classification:NTL-HIGHWAY/ROAD TRANSPORTATION-Bridges and Structures ; NTL-SAFETY AND SECURITY-Highway Safety
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Abstract:This project evaluated the impact performance of a modified TxDOT thrie beam transition to rigid ; concrete barrier without a curb element below the transition rail. In a previous test described in TxDOT ; Research Report 0-4564, a thrie beam transition without curb failed to meet NCHRP Report 350 performance ; criteria. However, it could not be discerned whether the vehicle instability observed in that test was ; attributable to the missing curb or the rotation of the thrie beam transition rail into the sloped face of the ; concrete safety shape rail at the bridge end connection point. ; A transition design without curb would reduce the complexity of the field installations and would ; provide an option for dealing with different drainage requirements at bridge ends. A fabricated steel ; blockout was incorporated into the transition system to keep the thrie beam rail and terminal connector in a ; vertical plane at its connection to the concrete bridge rail. ; The modified thrie beam transition without curb failed to meet MASH TL-3 requirements due to ; rollover of the impacting vehicle. Further discussions as to the possible cause of the failure are described ; within the report.
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Main Document Checksum:urn:sha256:dfad9c6b78153ae89b4b24f4720ed6873521a4c933f298c67f53d085544d7746