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compatibility of ultra high performance concrete as repair material

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Table 7.33rd mix for the splitting tensile testCoarseDry weight <strong>of</strong> Coarse 196.3 196.2SSD wt <strong>of</strong> Coarse 199.8 lbs Coarse aggregate distributionWater abs by coarse 1.9 lbs wt% dry moistFree Water onCoarse 5.0 lbs 3/4 0.0 0.0 0.01/2 0.0 0.0 0.0Fine 3/8 50.0 98.2 98.4Dry Fine Agg Wt 140.2 lbs no. 4 45.3 88.9 89.2Moist Fine Agg Wt 143.7 lbs no. 8 4.7 9.2 9.3SSD Wt <strong>of</strong> Fine 141.4 lbs no. 16 0.0 0.0 0.0Free Water on Fine 2.3 lbs 100.0 196.0 196.9WaterTesting dataWater Wt 35.7 lbsTemp.(C) 73.0Corrected Water Wt 28.4 lbsSlump(in.) 5.3vinsol AEA 18.0 ml Pressurewater reducer 30.0 ml meter airvol% 4.5CementitiousPortland 79.5 lbsUnitweight(lbs/ft3) 147.4Fly Ash 0.0Yield(ft3) 3.1GGBFS 0.0C<strong>as</strong>t samplesSplitting tensile samples in pre-wetting conditions (15 beams for600 F-T cycles and 15 beams for 900 F-T cycles)Date10/28/2010114

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