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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 />4: CO RD B& SNELLING AVE 11/2/2007 <br />-� � � � ~ '� � t � �► 1 � <br />Lane Group EBL �#�1' EBR f1S�$G 'WP'� WBR NBL NBT NBR SBL SBT S61� <br />Lane Configurations �j �� j� '� �� � � �=��+ � �� �� �' <br />Volume (vph) 121 523 123 189 224 279 130 1471 224 375 975 142 <br />Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Storage Length (ft) 100 150 100 100 250 300 250 180 <br />Storage Lanes 1 1 1 1 1 1 2 1 <br />Taper Length (ft) 100 100 100 100 100 100 100 100 <br />Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 <br />F�t 0.850 0.850 0.850 0.850 <br />Flt Protected 0.950 0.950 0.950 0.950 <br />Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 5085 1583 3433 3539 1583 <br />Flt Permitted 0.605 0.149 0.950 0.950 <br />Satd.Flow(perm) 1127 3539 1583 278 3539 1583 1770 5085 1583 3433 3539 1583 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR) 85 294 188 83 <br />Link Speed (mph) 30 30 45 45 <br />Link Distance (ft) 947 397 1073 743 <br />Travel Time (s) 21.5 9.0 16.3 11.3 <br />Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 <br />Adj. Flow (vph) 127 551 129 199 236 294 137 1548 236 395 1026 149 <br />Shared Lane Tra�c (%) <br />Lane Group Flow (vph) 127 551 129 199 236 294 137 1548 236 395 1026 149 <br />Turn Type pm+pt Perm pm+pt custom Prot Perm Prot Perm <br />Protected Phases 3 8 7 4 5 2 1 6 <br />Permitted Phases 8 8 4 8 2 g <br />Total Split (s) 14.0 39.0 39.0 27.0 52.0 39.0 26.0 68.0 68.0 31.0 73.0 73.0 <br />Total Lost Time (s) 5.0 6.0 6.0 5.0 6.0 6.0 5.0 6.5 6.5 5.0 6.5 6.5 <br />Act Effct Green (s) 41.9 31.9 31.9 57.7 42.7 31.9 21.0 67.8 67.8 23.0 69.8 69.8 <br />Actuated g/C Ratio 0.25 0.19 0.19 0.35 0.26 0.19 0.13 0.41 0.41 0.14 0.42 0.42 <br />v/c Ratio 0.40 0.81 0.34 0.72 0.26 0.54 0.61 0.74 0.31 0.83 0.69 0.21 <br />Control Delay 43.2 73.6 23.6 53.8 48.6 9.4 63.5 30.4 3.1 83.9 42.3 14.8 <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 43.2 73.6 23.6 53.8 48.6 9.4 63.5 30.4 3.1 83.9 42.3 14.8 <br />LOS D E C D D A E C A F D B <br />Approach Delay 60.8 34.2 29.4 50.2 <br />Approach LOS E C C D <br />Queue Length 50th (ft) 93 300 40 153 104 0 143 547 50 216 488 44 <br />Queue Length 95th (ft) 148 372 105 223 144 87 222 506 8 274 572 97 <br />Internal Link Dist (ft) 867 317 993 663 <br />Turn Bay Length (ft) 100 150 100 100 250 300 250 180 <br />Base Capacity(vph) 321 708 385 296 987 552 225 2090 761 541 1496 718 <br />Staroation 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 0,40 0.78 0.34 0.67 0.24 0.53 0.61 0.74 0.31 0.73 0.69 0.21 <br />Intersection Summary <br />Area Type: Other <br />Cycle Length: 165 <br />Actuated Cycle Length: 165 <br />T:11959101\Synchro�2009_No-Build PM Peak Hour.syn Synchro 7- Report <br />Page 1 <br />
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