High-Performance/High-Strength Lightweight Concrete for Bridge Girders and Decks (2013) / Chapter Skim
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Pages 65-67
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65 This chapter presents the major conclusions of the research effort and provides suggestions for future research. However, it should be recognized that these findings are based on the results of limited tests conducted using limited material sources.
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From page 66... ...
66 from 8.5 ksi to 10.3 ksi. Based on the results of these 12 tests, the following observations and recommendations are made: • The factor, lv, has an insignificant effect on the calculated shear strength of prestressed girders, when using the AASHTO sectional or simplified shear design approach.
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From page 67... ...
67 ally, testing of Resistance to Abrasion (ASTM C944) and Resistance to Scaling (ASTM C672)
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