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About This Document: [...] it should be clarified that the discussers mentioned Table 13.7.2-1, which is used for a vehicle crash test, whereas this study referred to the equivalent design forces of traffic railings presented in Table A13.2-1 to perform a quasi-static test. The following is a repetition of the loading pattern section of the paper but is presented for clarification. Because the load was applied at the top of the barrier, the loading height was approximately 1320 mm (51.97 in.), which satisfies the minimum loading heights of Table A13.2-1 for both test levels (810 and 1070 mm [31.89 and 42.13 in.] for Test Levels TL-4 and TL-5, respectively) considered in this study.

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Failure Mode and Ultimate Strength of Precast Concrete Barrier by Se-Jin Jeon, Myoung-Sung Choi, and Young-Jin Kim/AUTHORS' CLOSURE

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Disc. 108-S11/From the January-February 2011 ACI Structural Journal, p. 99

Failure Mode and Ultimate Strength of Precast Concrete Barrier

by Se-Jin Jeon, Myoung-Sung

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