Aashto Flexible Pavement Design Excel Spreadsheet Apr 2026

log10(W) = Zr * S0 + 9.36 * log10(SN+1) - 4.14 - 0.20 - 0.372 * (SN+1)^(1/3) / (p+1)

A very specific topic!

| Calculations | | | --- | --- | | W (18-kip ESALs) | =(10^((1.28 0.45)+9.36 LOG10(SN+1)-4.14-0.20-0.372*((SN+1)^(1/3))/(2.5+1)))) | | SN | =(W/(10^((1.28 0.45)+9.36 LOG10(SN+1)-4.14-0.20-0.372*((SN+1)^(1/3))/(2.5+1))))) | aashto flexible pavement design excel spreadsheet

An Excel spreadsheet can be a great tool for implementing the AASHTO flexible pavement design equations and calculations. Here's a helpful post on the topic: log10(W) = Zr * S0 + 9


log10(W) = Zr * S0 + 9.36 * log10(SN+1) - 4.14 - 0.20 - 0.372 * (SN+1)^(1/3) / (p+1)

A very specific topic!

| Calculations | | | --- | --- | | W (18-kip ESALs) | =(10^((1.28 0.45)+9.36 LOG10(SN+1)-4.14-0.20-0.372*((SN+1)^(1/3))/(2.5+1)))) | | SN | =(W/(10^((1.28 0.45)+9.36 LOG10(SN+1)-4.14-0.20-0.372*((SN+1)^(1/3))/(2.5+1))))) |

An Excel spreadsheet can be a great tool for implementing the AASHTO flexible pavement design equations and calculations. Here's a helpful post on the topic:

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