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Fairview Avenue Bridge Replacement <br />2/28/2019 <br />River Sta <br />Plan <br />Q Total <br />(cfs) <br />Min Ch El <br />(ft) <br />W.S. Elev <br />(ft) <br />Crit W.S. <br />(ft) <br />E.G. Elev E.G. Slope <br />(ft) (ft/ft) <br />Vel <br />(ft/s) <br />Froude # <br />W.S. Elev <br />Difference <br />501+57 <br />Proposed <br />46000 <br />72.7 <br />83.15 <br />84.74 <br />90.45 <br />0.002161 <br />21.67 <br />1.25 <br />0.12 <br />501+09 <br />Existing <br />46000 <br />72.57 <br />82.82 <br />84.61 <br />90.41 <br />0.002303 <br />22.09 <br />1.28 <br />501+09 <br />Proposed <br />46000 <br />72.57 <br />82.94 <br />84.61 <br />90.34 <br />0.002215 <br />21.81 <br />1.26 <br />0.12 <br />500+61 <br />Existing <br />46000 <br />72.43 <br />82.61 <br />84.44 <br />90.29 <br />0.002354 <br />22.23 <br />1.3 <br />500+61 <br />Proposed <br />46000 <br />72.43 <br />82.72 <br />84.44 <br />90.22 <br />0.002272 <br />21.97 <br />1.28 <br />0.11 <br />500+13 <br />Existing <br />46000 <br />72.3 <br />82.43 <br />84.3 <br />90.16 <br />0.002387 <br />22.3 <br />1.3 <br />500+13 <br />Proposed <br />46000 <br />72.3 <br />82.53 <br />84.3 <br />90.09 <br />0.002307 <br />22.05 <br />1.28 <br />0.10 <br />499+65 <br />Existing <br />46000 <br />72.17 <br />82.26 <br />84.16 <br />90.03 <br />0.002419 <br />22.37 <br />1.31 <br />499+65 <br />Proposed <br />46000 <br />72.17 <br />82.35 <br />84.16 <br />89.97 <br />0.002342 <br />22.14 <br />1.29 <br />0.09 <br />499+17 <br />Existing <br />46000 <br />72.03 <br />82.07 <br />84.01 <br />89.9 <br />0.002454 <br />22.45 <br />1.32 <br />499+17 <br />Proposed <br />46000 <br />72.03 <br />82.15 <br />84.01 <br />89.85 <br />0.002389 <br />22.26 <br />1.3 <br />0.08 <br />498+69 <br />Existing <br />46000 <br />71.9 <br />81.9 <br />83.86 <br />89.78 <br />0.002482 <br />22.51 <br />1.33 <br />498+69 <br />Proposed <br />46000 <br />71.9 <br />81.98 <br />83.86 <br />89.72 <br />0.002419 <br />22.32 <br />1.31 <br />0.08 <br />498+21 <br />Existing <br />46000 <br />71.77 <br />81.73 <br />83.72 <br />89.65 <br />0.002508 <br />22.57 <br />1.33 <br />498+21 <br />Proposed <br />46000 <br />71.77 <br />81.81 <br />83.72 <br />89.59 <br />0.002448 <br />22.38 <br />1.32 <br />0.08 <br />497+73 <br />Existing <br />46000 <br />71.63 <br />81.55 <br />83.58 <br />89.51 <br />0.00254 <br />22.63 <br />1.34 <br />497+73 <br />Proposed <br />46000 <br />71.63 <br />81.62 <br />83.58 <br />89.46 <br />0.002481 <br />22.46 <br />1.33 <br />0.07 <br />497+25 <br />Existing <br />46000 <br />71.5 <br />81.39 <br />83.44 <br />89.38 <br />0.002563 <br />22.68 <br />1.35 <br />497+25 <br />Proposed <br />46000 <br />71.5 <br />81.46 <br />83.44 <br />89.33 <br />0.002506 <br />22.51 <br />1.33 <br />0.07 <br />496+77 <br />Existing <br />46000 <br />71.37 <br />81.29 <br />83.31 <br />89.26 <br />0.002544 <br />22.65 <br />1.34 <br />496+77 <br />Proposed <br />46000 <br />71.37 <br />81.35 <br />83.31 <br />89.21 <br />0.002489 <br />22.49 <br />1.33 <br />0.06 <br />496+30 <br />Existing <br />46000 <br />71.23 <br />81.17 <br />83.17 <br />89.14 <br />0.002535 <br />22.66 <br />1.34 <br />496+30 <br />Proposed <br />46000 <br />71.23 <br />81.23 <br />83.17 <br />89.09 <br />0.002478 <br />22.49 <br />1.33 <br />0.06 <br />495+82 <br />Existing <br />46000 <br />71.1 <br />81.06 <br />83.04 <br />89.03 <br />0.002518 <br />22.64 <br />1.34 <br />495+82 <br />Proposed <br />46000 <br />71.1 <br />81.13 <br />83.04 <br />88.98 <br />0.002464 <br />22.48 <br />1.32 <br />0.07 <br />495+34 <br />Existing <br />46000 <br />70.97 <br />80.96 <br />82.92 <br />88.91 <br />0.002502 <br />22.62 <br />1.33 <br />495+34 <br />Proposed <br />46000 <br />70.97 <br />81.02 <br />82.92 <br />88.86 <br />0.00245 <br />22.46 <br />1.32 <br />0.06 <br />494+86 <br />Existing <br />46000 <br />70.83 <br />80.84 <br />82.79 <br />88.78 <br />0.002491 <br />22.61 <br />1.33 <br />494+86 <br />Proposed <br />46000 <br />70.83 <br />80.9 <br />82.79 <br />88.73 <br />0.002437 <br />22.45 <br />1.32 <br />0.06 <br />494+38 <br />Existing <br />46000 <br />70.7 <br />80.73 <br />82.67 <br />88.66 <br />0.002478 <br />22.6 <br />1.33 <br />494+38 <br />Proposed <br />46000 <br />70.7 <br />80.78 <br />82.67 <br />88.62 <br />0.002432 <br />22.46 <br />1.32 <br />0.05 <br />493+90 <br />Existing <br />46000 <br />70.57 <br />80.61 <br />82.55 <br />88.55 <br />0.002474 <br />22.61 <br />1.33 <br />493+90 <br />Proposed <br />46000 <br />70.57 <br />80.67 <br />82.55 <br />88.51 <br />0.002426 <br />22.47 <br />1.31 <br />0.06 <br />493+42 <br />Existing <br />46000 <br />70.43 <br />80.49 <br />82.42 <br />88.43 <br />0.002461 <br />22.59 <br />1.32 <br />493+42 <br />Proposed <br />46000 <br />70.43 <br />80.53 <br />82.42 <br />88.4 <br />0.00243 <br />22.5 <br />1.32 <br />0.04 <br />492+94 <br />Existing <br />46000 <br />70.3 <br />80.37 <br />82.3 <br />88.31 <br />0.002456 <br />22.6 <br />1.32 <br />492+94 <br />Proposed <br />46000 <br />70.3 <br />80.41 <br />82.3 <br />88.28 <br />0.002424 <br />22.51 <br />1.31 <br />0.04 <br />492+46 <br />Existing <br />46000 <br />70.17 <br />80.26 <br />82.18 <br />88.2 <br />0.00245 <br />22.61 <br />1.32 <br />492+46 <br />Proposed <br />46000 <br />70.17 <br />80.3 <br />82.18 <br />88.17 <br />0.002417 <br />22.51 <br />1.31 <br />0.04 <br />491+98 <br />Existing <br />46000 <br />70.03 <br />80.12 <br />82.05 <br />88.09 <br />0.002455 <br />22.65 <br />1.32 <br />491+98 <br />Proposed <br />46000 <br />70.03 <br />80.15 <br />82.05 <br />88.06 <br />0.002424 <br />22.55 <br />1.31 <br />0.03 <br />Table.xlsx 3 of 3 <br />