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5/29/2014 4:28:31 PM
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Planning Files - Planning File #
07-053
Planning Files - Type
Planned Unit Development
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� � <br />Lanes, Volumes, Timings <br />5: HARMAR & SNELLING AVE 11/2/2007 <br />� � � � ~ � � t � � * � <br />�alf�.Group �BL EBT �BR W81 Y�BR NBL NBT NBR SBL SBT SBR <br />Lane Configurations '� '� �' �j � �' '� ��� �` � �� �' <br />Volume (vph) 106 54 65 164 49 227 44 1492 204 168 1058 61 <br />IdealFlow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Lane Width (ft) 10 10 10 10 10 10 12 12 12 12 12 12 <br />Storage Length (ft) 0 0 200 150 250 180 250 180 <br />Storage Lanes 1 1 1 1 1 1 1 1 <br />Taper Length (ft) 100 100 100 100 100 100 100 100 <br />Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.95 1.00 <br />Frt 0.850 0.850 0.850 0,850 <br />Flt Protected 0.950 0.950 0.950 0.950 <br />Satd. Flow (prot) 1652 1739 1478 1652 1739 1478 1770 5085 1583 1770 3539 1583 <br />Flt Permitted 0.722 0.719 0.950 0.950 <br />Satd.Flow(perm) 1255 1739 1478 1250 1739 1478 1770 5085 1583 1770 3539 1583 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR) 70 244 124 46 <br />Link Speed (mph) 30 30 45 45 <br />Link Distance (ft) 215 374 712 1073 <br />Travel Time (s) 4.9 8.5 10.8 16.3 <br />Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 <br />Adj. Fiow (vph) 114 58 70 176 53 244 47 1604 219 181 1138 66 <br />Shared Lane Traffic (°/a) <br />Lane Group Flow (vph) 114 58 70 176 53 244 47 1604 219 181 1138 66 <br />Turn Type Perm Perm Perm Perm Prot Perm Prot Perm <br />Protected Phases 8 4 5 2 1 6 <br />Permitted Phases 8 8 4 4 2 6 <br />Total Split �S) 47.0 47.0 47.0 47.0 47.0 47.0 17.0 82.0 82.0 36.0 101.0 101.0 <br />Total Lost Time (s) 5.5 5.5 5.5 5.5 5.5 5.5 5.0 6.0 6.0 5.0 6.0 6.0 <br />Act Effct Green (s) 29.0 29.0 29.0 29.0 29.0 29.0 11.0 98.3 98.3 21.1 110.9 110.9 <br />Actuated g/C Ratio 0.18 0.18 0.18 0.18 0.18 0.18 0.07 0.60 0.60 0.13 0.67 0.67 <br />v/c Ratio 0.52 0.19 0.22 0.80 0.17 0.53 0.40 0.53 0.22 0.80 0.48 0.06 <br />Control Delay 68.3 56.5 11.8 89.5 56.0 9.9 83.4 22.3 8.8 107.3 5.0 1.0 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 68.3 56.5 11.8 89.5 56.0 9.9 83.4 22.3 8.8 107.3 5.0 1.0 <br />LOS E E B F E A F C A F A A <br />Approach Delay 49.1 44.7 22.3 18.2 <br />Approach LOS D D C B <br />Queue Length 50th (ft) 113 54 0 185 49 0 49 363 43 201 117 2 <br />Queue Length 95th (ft) 169 92 44 258 86 76 97 524 113 289 168 m5 <br />Internal Link Dist (ft) 135 294 632 993 <br />Turn Bay Length (ft) 200 150 250 180 250 180 <br />Base Capacity(vph) 316 437 424 314 437 554 129 3031 994 333 2378 1079 <br />Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 <br />Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 <br />Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced v/c Ratio 0.36 0.13 0.17 0.56 0.12 0.44 0.36 0.53 0.22 0.54 0.48 0.06 <br />Intersection Summary <br />Area Type: Other <br />Cycle Length: 165 <br />T:119591011Synchro12009_No-Build PM Peak Hour.syn Synchro 7- Report <br />Page 1 <br />
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