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By the Asphalt Institute Method, determine the allowable ESAL for a 3 in overlay on Asphalt...

By the Asphalt Institute Method, determine the allowable ESAL for a 3 in overlay on Asphalt pavement with representative rebound deflection 0.052 inches. Contact pressure is 70 psi and radius of equivalent single loaded area is 6.4 inches. Modulus of Asphalt Overlay can be assumed as 500,000 psi.

Engineering   Civil-Engineering   
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