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pf07-053
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pf07-053
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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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0 <br />Lanes, Volumes, Timings <br />5: HARMAR & SNELLING AVE <br />-� ---► �t � "� '� � <br />0 <br />t <br />11 /2/2007 <br />� � � � <br />lane GrouP � �`. ; . � �" ;: , ' � �' ' � IVBR S�L SBT SSF� <br />Lane Confgurations '� � �` '� � � �j �� � �j ��' �` <br />Volume (vph) 94 35 52 154 40 228 51 1309 215 256 925 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 />Fit Permitted 0.728 0.731 0.950 0.950 <br />Satd.Flow(perm) 1266 1739 1478 1271 1739 1478 1770 3539 1583 1770 3539 1583 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR) 59 259 151 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 59 175 45 259 58 1488 244 291 1051 52 <br />Shared Lane Traffic (%) <br />Lane �roup Flow (vph) 107 40 59 175 45 259 58 1488 244 291 1051 52 <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) 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) 19.0 19.0 19.0 19.0 19.0 19.0 8.0 60.5 60.5 24.0 78.8 78.8 <br />Actuated g/C Ratio 0.16 0.16 0.16 0.16 0.16 0.16 0.07 0.50 0.50 0.20 0.66 0.66 <br />vlc Ratio 0.53 0.14 0.21 0.87 0.16 0.57 0.49 0.83 0.28 0.82 0.45 0.05 <br />Control Delay 56.3 43.9 12.6 86.1 44.3 10.7 67.9 31.1 7.6 51.0 7.2 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 56.3 43.9 12.6 86.1 44.3 10.7 67.9 31.1 7.6 51.0 7.2 1.0 <br />LOS E D B F D B E C A D A A <br />Approach Delay 41.4 41.4 29.1 16.1 <br />Approach LOS D D C B <br />Queue Length 50th (ft) 76 27 0 132 30 0 44 516 38 225 137 1 <br />Queue Length 95th (ft) 133 58 36 #243 63 69 87 597 84 m#320 m154 m2 <br />Internal Link Dist (ft) 135 262 692 986 <br />Turn Bay Length (ft) 250 180 250 180 <br />Base Capacity(vph) 216 297 301 217 297 467 133 1783 872 354 2324 1058 <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 0.81 0.15 0.55 0.44 0.83 0.28 0.82 0.45 0.05 <br />Intersection Summary <br />Area Type: Other <br />Cycle Length: 120 <br />T:11959\011SynchrolExisting_Adjusted SAT Peak Hour.syn Synchro 7- Report <br />Page 1 <br />
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