Question: Design a pavement . Mr = 2 0 0 0 0 psi , ESAL = 4 0 0 0 0 0 0 , EASAL =

Design a pavement . Mr=20000 psi , ESAL =4000000, EASAL =10000000. Find cost HMA=120 $/ft^3, EAB =40$/ft^3, UAB=15$ /ft^31. FD 2. EAB type 33.UAB 6 in Use graphs , W=3.6ft , L=5280ft , D=x/12
I need help very fast pleas

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