MASH test 3-11 on the 5-inch cast in place deck barrier anchors Page: I
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Technical Report Documentation Page
1. Report No. 2. Government Accession No. 3. Recipient's Catalog No.
4. Title and Subtitle 5. Report Date
MASH TEST 3-11 ON THE 5-INCH CAST IN PLACE DECK October 2011
BARRIER ANCHORS Published: December 2011
6. Performing Organization Code
7. Author(s) 8. Performing Organization Report No.
Dusty R. Arrington, Roger P. Bligh, and Wanda L. Menges Test Report 9-1002-7
9. Performing Organization Name and Address 10. Work Unit No. (TRAIS)
Texas Transportation Institute Proving Ground
The Texas A&M University System 11. Contract or Grant No.
College Station, Texas 77843-3135 Project 9-1002
12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered
Texas Department of Transportation Test Report:
Research and Technology Implementation Office September 2010-August 2011
P.O. Box 5080 14. Sponsoring Agency Code
Austin, Texas 78763-5080
15. Supplementary Notes
Project performed in cooperation with the Texas Department of Transportation and the Federal Highway
Project Title: Roadside Safety Device Crash Testing Program
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.
17. Key Words 18. Distribution Statement
Bridge Rails, Rail Anchors, Crash Testing, Roadside No restrictions. This document is available to the
Safety public through NTIS:
National Technical Information Service
Alexandria, Virginia 22312
19. Security Classif.(of this report) 20. Security Classif.(of this page) 21. No. of Pages 22. Price
Unclassified Unclassified 80
Form DOT F 1700.7 (8-72)
Reproduction of completed page authorized
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Bligh, Roger P.; Menges, Wanda L. & Arrington, Dusty R. MASH test 3-11 on the 5-inch cast in place deck barrier anchors, report, October 2011; College Station, Texas. (texashistory.unt.edu/ark:/67531/metapth326631/m1/3/: accessed February 19, 2019), University of North Texas Libraries, The Portal to Texas History, texashistory.unt.edu; crediting UNT Libraries Government Documents Department.