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3. (5 pts) Given the following conditions, calculate the EALF (Equivalent Axle Load Factor) for 48-kip (214 kN) tridem axle load. Show all your

3. (5 pts) Given the following conditions, calculate the EALF (Equivalent Axle Load Factor) for 48-kip (214 kN) tridem axle load. Show all your work and report the EALF to the nearest 0.001: Flexible pavement Pt = 3.0 Structural Number = 4

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