77_HWKTTE 4004c - Table 6-10 Summary of Results for...

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Table 6-10. Summary of Results for Fitting the ASD to the LRFD Prediction Method ASD LRFD Equiv. ASD Design (EOD) ASD Design (BOR) FS φ φ/λ R β P f (%) φ/λ R β P f (%) CAPWAP 2.5 0.578 0.362 3.089 0.100 0.458 2.515 0.596 PDA 2.5 0.578 0.430 2.786 0.267 0.557 2.210 1.357 Paikowsky Energy 2.5 0.578 0.520 2.267 1.171 0.691 1.449 7.374 Sakai et al Energy 2.5 0.578 0.384 1.293 9.810 0.396 1.976 2.411 FDOT (overall) 1.0 1.444 0.606 1.146 12.600 0.561 1.445 7.430 FDOT (<1779 kN) 1.0 1.444 0.969 0.369 35.630 1.065 0.536 29.620 FDOT (>1779 kN) 1.0 1.444 0.457 2.274 1.150 0.525 1.688 4.575 ENR (overall) 6.0 0.241 0.805 0.700 24.210 1.024 0.115 45.440 ENR (<1779 kN) 6.0 0.241 0.963 0.395 34.660 1.293 -0.032 51.300 ENR (>1779 kN) 6.0 0.241 0.713 0.976 16.470 0.994 0.146 44.220 Modified ENR (overall) 6.0 0.241 0.540 1.263 10.340 0.662 0.788 21.550 Modified ENR (<1779 kN) 6.0 0.241 0.741 0.605 27.280 0.868 1.306 9.586 Modified ENR (>1779 kN) 6.0 0.241 0.454 1.534 6.258 0.640 0.815 20.770 Gates (overall) 3.0 0.481 0.276 3.067 0.108 0.255 3.718 0.010 Gates (<1779 kN) 3.0 0.481 0.450 2.676 0.363 0.451 3.703 0.010 Gates (>1779 kN) 3.0 0.481 0.214 4.694 0.0001 0.240 4.177 0.0015
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68 ASD Design Evaluation Because Equation 5-9 relates LRFD to ASD in terms only of the bridge span length, and load factors, all methods that use the same safety factor will have the same
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