Self-Consolidating Concrete for Cast-in-Place Bridge Components (2016) / Chapter Skim
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Pages 53-56
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53 Conclusions and Recommendations for Research This chapter summarizes the major findings of the research and presents suggestions for future research. The findings presented in this report were based on the investigations performed using specific materials; other materials may result in different findings.
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54 of initial setting, and those containing Class F fly ash had the shortest time of initial setting. Also, high slump flow SCC mixtures exhibited a longer time of initial setting than that of low slump flow SCC mixtures due to the retarding effects of HRWRA.
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55 LRFD Section 5.8.4.1 for CVC only for compressive strength less than 6 ksi; using a cohesion factor (c) of 0.0 for SCC with compressive strength less than 6 ksi would account for this difference.
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56 are different from those predicted by AASHTO LRFD specifications for CVC. 3.4 Recommendations for Future Research NCHRP Project 18-16 examined the properties of SCC intended for use in cast-in-place bridge components.
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