The maximum crack width was 0.02 in. no transverse or diagonal cracks were observed. The concrete utilized 660 lb/yd3 of cementitious material, including 8% silica fume. The w/cm ratio was 0.39. The concrete compressive strength at 28 days ranged from 8.16 to 9.61 ksi. The modulus of elasticity ranged from 4,200 to 4,300 ksi.
