Design ESAL
Design ESAL
(OP)
I'm working on a rigid pavement design. The only data I have is AADT, which is 10000.
How do we design ESAL (W18) with the available data?
How do we design ESAL (W18) with the available data?
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RE: Design ESAL
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RE: Design ESAL
What is the considerate rigid pavement thickness for a collectoral road?