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Design ESAL

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?

RE: Design ESAL

(OP)
Thank you bridgebuster for your info. According to my computation, the thickness of the rigid pavement is about 6.5".
What is the considerate rigid pavement thickness for a collectoral road?

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