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Last modified
5/29/2014 4:28:31 PM
Creation date
6/17/2013 3:39:18 PM
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Planning Files
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 sn7noo7 <br />� � � � ~ � `� 1 � �► 1 � <br />Lane Confgurations �j � j� ►j T j� �j Tf j� ►j T� j� <br />Volume (vph) 94 35 52 141 40 216 51 1314 201 242 930 46 <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 0 0 250 180 250 180 <br />Storage Lanes 1 1 1 1 1 1 1 1 <br />TaperLength(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 0.95 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 3539 1583 1770 3539 1583 <br />Flt Permitted 0.728 0.731 0.950 0.950 <br />Satd.Flow(pertn) 1266 1739 1478 1271 1739 1478 1770 3539 1583 1770 3539 1583 <br />Right Tum on Red Yes Yes Yes Yes <br />Satd Flow (RTOR) 59 245 140 52 <br />Link Speed (mph) 30 30 45 45 <br />Link Distance (ft) 215 342 772 1066 <br />Travel Time (s) 4.9 7.8 11.7 16.2 <br />Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 <br />Adj. Flow (vph) 107 40 59 160 45 245 58 1493 228 275 1057 52 <br />Shared Lane Traffc (°/o) <br />Lane Group Flow (vph) 107 40 59 160 45 245 58 1493 228 275 1057 52 <br />Tum 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 Spiii (s) 26.0 26.0 26.0 26.0 26.0 26.0 14.0 65.0 65.0 29.0 80.0 80.0 <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) 18.3 18.3 18.3 18.3 18.3 18.3 8.0 612 612 24.0 79.5 79.5 <br />Actuated g/C Ratio 0.15 0.15 0.15 0.15 0.15 0.15 0.07 0.51 0.51 020 0.66 0.66 <br />vlc Ratio 0.55 0.15 021 0.82 0.17 0.57 0.49 0.83 0.26 0.78 D.45 0.05 <br />Control Delay 57.8 442 128 807 44.6 10.9 67.9 30.5 7.6 47.4 7.1 7.1 <br />Queue Delay 0.0 0.0 0.0 D.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 57.8 442 12.8 80.7 44.6 10.9 67.9 30.5 7.6 47.4 7.1 1.1 <br />LOS E D B F D B E C A D A A <br />Approach Delay 42.3 39.1 28.8 14.9 <br />Approach LOS D D C B <br />Queue Length 50th (ft) 76 27 0 119 30 0 44 519 36 210 138 1 <br />Queue Length 95th (ft) 133 58 36 #213 63 67 87 600 79 m#285 m155 m2 <br />Intemal Link Dist (ft) 135 262 692 986 <br />Turn Bay Length (ft) 250 180 250 180 <br />Base Capacity(vph) 216 297 301 217 297 456 133 1804 875 354 2346 1067 <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 0.50 0.13 0.20 0.74 0.15 0.54 0.44 0.83 026 0.78 0.45 0.05 <br />I�ectbn.SutnrhaFY � _ ;t"? n H".n � ,."��r,�" � , > - <br />Area Type: Other <br />Cycle Length: 120 <br />T:11 9 5 91011Synchro\2009_No-Build SAT Peak Houcsyn Synchro 7- Report <br />Page 1 <br />
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