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Bridge Superstructure Tolerance to Total and Differential Foundation Movements (2018) / Chapter Skim
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Pages 12-13

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From page 12...
... NCHRP Project 12-103 12 2 Current AASHTO LRFD Guidance Related Tolerable Support Movement 2.1 Summary of Current AASHTO LRFD Guidance The only quantitative guidance provided by the AASHTO LRFD Bridge Design Specifications related to tolerable support movement is found in commentary C10.5.2.2. This commentary states that: …studies indicate that angular distortions between adjacent foundations greater than 0.008 rad.
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From page 13...
... NCHRP Project 12-103 13 differential support movement divided by span length)
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