Laserfiche WebLink
Fairview Avenue Bridge Replacement 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 />511+04 <br />Existing <br />46000 <br />74.81 <br />90.53 <br />93.52 <br />0.000549 <br />13.89 <br />0.66 <br />511+04 <br />Proposed <br />46000 <br />74.81 <br />89.91 <br />93.2 <br />0.000628 <br />14.54 <br />0.71 <br />-0.62 <br />510+55 <br />Existing <br />46000 <br />74.72 <br />90.59 <br />93.49 <br />0.000545 <br />13.66 <br />0.66 <br />510+55 <br />Proposed <br />46000 <br />74.72 <br />89.97 <br />93.16 <br />0.000621 <br />14.32 <br />0.7 <br />-0.62 <br />510+07 <br />Existing <br />46000 <br />74.62 <br />90.66 <br />93.45 <br />0.00051 <br />13.4 <br />0.64 <br />510+07 <br />Proposed <br />46000 <br />74.62 <br />90.06 <br />93.11 <br />0.000584 <br />14.01 <br />0.68 <br />-0.60 <br />509+59 <br />Existing <br />46000 <br />74.53 <br />90.72 <br />93.42 <br />0.000484 <br />13.17 <br />0.62 <br />509+59 <br />Proposed <br />46000 <br />74.53 <br />90.14 <br />93.07 <br />0.000552 <br />13.75 <br />0.66 <br />-0.58 <br />509+56 <br />Proposed <br />46000 <br />74.53 <br />90.17 <br />86.59 <br />93.06 <br />0.000538 <br />13.64 <br />0.65 <br />509+10 <br />Existing <br />46000 <br />74.43 <br />90.75 <br />86.49 <br />93.37 <br />0.000462 <br />12.98 <br />0.61 <br />-0.58 <br />508+63 <br />Fairview Avenue <br />Bridge <br />508+15 <br />Existing <br />46000 <br />74.2 <br />84.59 <br />86.26 <br />92 <br />0.002204 <br />21.84 <br />1.25 <br />0.13 <br />507+84 <br />Proposed <br />46000 <br />74.1 <br />84.72 <br />86.16 <br />91.77 <br />0.002168 <br />21.3 <br />1.24 <br />507+68 <br />Existing <br />46000 <br />74.1 <br />84.48 <br />86.22 <br />91.89 <br />0.002224 <br />21.84 <br />1.26 <br />507+68 <br />Proposed <br />46000 <br />74.1 <br />84.81 <br />86.18 <br />91.73 <br />0.001998 <br />21.1 <br />1.2 <br />0.33 <br />507+22 <br />Existing <br />46000 <br />74 <br />84.38 <br />85.94 <br />91.79 <br />0.00224 <br />21.83 <br />1.26 <br />507+22 <br />Proposed <br />46000 <br />74 <br />84.69 <br />85.94 <br />91.63 <br />0.002024 <br />21.13 <br />1.21 <br />0.31 <br />506+75 <br />Existing <br />46000 <br />73.9 <br />84.29 <br />85.9 <br />91.69 <br />0.002249 <br />21.81 <br />1.26 <br />506+75 <br />Proposed <br />46000 <br />73.9 <br />84.59 <br />85.9 <br />91.53 <br />0.002036 <br />21.12 <br />1.21 <br />0.30 <br />506+28 <br />Existing <br />46000 <br />73.8 <br />84.22 <br />85.82 <br />91.58 <br />0.00225 <br />21.76 <br />1.27 <br />506+28 <br />Proposed <br />46000 <br />73.8 <br />84.5 <br />85.82 <br />91.43 <br />0.002051 <br />21.13 <br />1.21 <br />0.28 <br />505+81 <br />Existing <br />46000 <br />73.7 <br />84.16 <br />85.75 <br />91.48 <br />0.002246 <br />21.71 <br />1.26 <br />505+81 <br />Proposed <br />46000 <br />73.7 <br />84.42 <br />85.75 <br />91.34 <br />0.002056 <br />21.1 <br />1.21 <br />0.26 <br />505+34 <br />Existing <br />46000 <br />73.6 <br />84.1 <br />85.68 <br />91.38 <br />0.002237 <br />21.65 <br />1.26 <br />505+34 <br />Proposed <br />46000 <br />73.6 <br />84.35 <br />85.68 <br />91.25 <br />0.002055 <br />21.06 <br />1.21 <br />0.25 <br />504+88 <br />Existing <br />46000 <br />73.5 <br />84.07 <br />85.61 <br />91.27 <br />0.00221 <br />21.54 <br />1.25 <br />504+88 <br />Proposed <br />46000 <br />73.5 <br />84.29 <br />85.61 <br />91.16 <br />0.002048 <br />21.01 <br />1.21 <br />0.22 <br />504+41 <br />Existing <br />46000 <br />73.4 <br />84.04 <br />85.54 <br />91.17 <br />0.002177 <br />21.42 <br />1.25 <br />504+41 <br />Proposed <br />46000 <br />73.4 <br />84.24 <br />85.54 <br />91.06 <br />0.002035 <br />20.95 <br />1.21 <br />0.20 <br />503+94 <br />Existing <br />46000 <br />73.3 <br />83.98 <br />85.47 <br />91.07 <br />0.002032 <br />21.37 <br />1.21 <br />503+94 <br />Proposed <br />46000 <br />73.3 <br />84.19 <br />85.47 <br />90.97 <br />0.002016 <br />20.89 <br />1.2 <br />0.21 <br />503+47 <br />Existing <br />46000 <br />73.2 <br />83.84 <br />85.39 <br />90.97 <br />0.002053 <br />21.42 <br />1.22 <br />503+47 <br />Proposed <br />46000 <br />73.2 <br />84.05 <br />85.39 <br />90.88 <br />0.001923 <br />20.97 <br />1.18 <br />0.21 <br />503+00 <br />Existing <br />46000 <br />73.1 <br />83.71 <br />85.29 <br />90.87 <br />0.002071 <br />21.47 <br />1.22 <br />503+00 <br />Proposed <br />46000 <br />73.1 <br />83.89 <br />85.29 <br />90.79 <br />0.001955 <br />21.07 <br />1.19 <br />0.18 <br />502+52 <br />Existing <br />46000 <br />72.97 <br />83.48 <br />85.07 <br />90.76 <br />0.002136 <br />21.65 <br />1.24 <br />502+52 <br />Proposed <br />46000 <br />72.97 <br />83.64 <br />85.07 <br />90.68 <br />0.002029 <br />21.29 <br />1.21 <br />0.16 <br />502+04 <br />Existing <br />46000 <br />72.83 <br />83.24 <br />84.87 <br />90.64 <br />0.002202 <br />21.83 <br />1.26 <br />502+04 <br />Proposed <br />46000 <br />72.83 <br />83.38 <br />84.87 <br />90.57 <br />0.002102 <br />21.51 <br />1.23 <br />0.14 <br />501+57 Existing 46000 72.7 83.03 84.74 90.53 0.002255 21.97 1.27 <br />Table.xlsx 2 of 3 <br />