| Parameter | Value | Unit | |-----------|-------|------| | Design ESALs | 5.0 | million | | Reliability | 90 | % | | ( Z_R ) | -1.282 | — | | ( S_o ) | 0.45 | — | | ( \Delta PSI ) | 2.0 | — | | ( M_R ) | 10,000 | psi | | | 4.32 | inches | | Asphalt (D1, a1) | 5.0 in, 0.44 | — | | Base (D2, a2, m2) | 6.0 in, 0.13, 1.0 | — | | Subbase (D3, a3, m3) | 6.0 in, 0.08, 1.0 | — | | SN Provided | 4.36 | inches | | Status | Adequate | — |
At 3:00 AM, exhausted but satisfied, she filled out : aashto flexible pavement design excel spreadsheet