A rigid pavement was designed with a 10-inch RCC slab, and Ec=6x10^6 lb/in2, a concrete modulus of rupture of 800 lb/in2
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A rigid pavement was designed with a 10-inch RCC slab, and Ec=6x10^6 lb/in2, a concrete modulus of rupture of 800 lb/in2
A rigid pavement was designed with a 10-inch RCC slab, and Ec=6x10^6 lb/in2, a concrete modulus of rupture of 800 lb/in2, a load transfer coefficient of 3.0, an initial PSI of 4.5 and a final PSI of 2.5. The overall standard deviation was 0.45, the modulus of subgrade reaction was 190 lb/in3 and a reliability of 85% was used along with a drainage coefficient of 1.0. The pavement was designed for a 20-year life and traffic was assumed to be composed entirely of trucks with one 18-kip single axle, one 38-kip triple axle and one 22-kip double axle. How may trucks per day were assumed to be moving along the pavement?
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