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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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-� -- <br />Lanes, Volumes, Timings <br />6: CO RD B& Main Har Mar Access 9/12/2007 <br />� � � � � � � T � �► 1 � <br />I,.��� ���.� , :=F� � ��� ��.. .� " . r,,.,�f� ' iA�Bi.. ,, ...�... �R �. -. �la., :�� ���.., _ �sR� �BL . �;�F�T � �;:��R <br />Lane Configurations � '�'� � �`'� �S '� � '� <br />Volume (vph) ' 435 265 378 229 247 65 992 36' 192 118 45 273 <br />Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Storage Length (ft) 200 0 150 0 190 110' 150 '0 <br />Storage Lanes 1 0 1 0 1 0 1 0 <br />Taper Length (ft) ' 25 25 25 , , 25 25 25 25 - 25 <br />Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 <br />Frt' �-" 0.912 0.969 ' 0.874 ' 0.871 <br />_ra..., <br />Flt Protected 0.950 0.950 0.950 0.950 <br />Satd. Flow (prot) 1770 3228 0 1770 3430 0, 1770 1628 Q 1770 1622 0 <br />FIt Permitted 0.543 0.281 0.360 0.589 <br />Satd. Flow (perm) 1011 3228 0 523 3430 0' 671 " 1628 0 1097 `1622 0 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR) 390 40 , 198 ;;. , 281 <br />Link Speed (mph) 30 30 30 30 <br />Link Distance (ftj � ' `890 ' 1044 ` �> ' 347 " -' �� ' 244 <br />Travel Time (s) 20.2 23.7 7.9 5.5 <br />Peak Hour Factor , 0.97, 0.97 0.97 0.97 0.97 0.97 ` 0.97 ' 0.97 , 0.97 Q.97 0.97 0.97 <br />Atlj. Flow (vph) 448 273 390 236 255 67 198 37 198 122 46 281 <br />Shared Lane Traffic (%) <br />Lane Group Flow (vph) 448 663 0 236 322 0 198 235 0 122 327 0 <br />Tum Type pm+pt pm+pt Am+pt pm+pt <br />Protected Phases 1 6 5 2 7 4 3 8 <br />Permitted Phases 6 ' � 4 8 <br />Total Split (s) 11.0 30.4 0.0 10.6 30.0 0.0 11.1 32.9 0.0 11.1 32.9 0.0 <br />Tatal Lost Time (s) 4.2 4.7 ; 4.0 ' 4.2 4.5 4A > 4.2 ;>4.9 4A 4.2 4.9 4.0 <br />Act Effct Green (s) 23.4 16.0 22.6 15.8 17.3 11.1 15.7 8.7 <br />Actuated g!C Ratio 0.42 "0.29 ' 0.40 0.28 ` 0.31 0.20 0.28 0.16 <br />v/c Ratio 0.87 0.55 0.67 0.32 0.58 0.49 0.32 0.67 <br />Controi Delay 34.2 8.8 21.9 15.2 21.0 9.6 14.9> 12.6 , <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay' �` 34.2 8.8 21.9 15.2 ' 21 A 9.6 : 14.9 12.6 <br />LOS C A C B C A B B <br />Approach Delay 19A 18A 14.8 13.2 <br />Approach LOS B B B B <br />Queue Length 50th (ft) 89 35 40 36 ' 45 11 26 13 ' <br />Queue Length 95th (ft) #276 85 #111 74 94 64 61 78 <br />Intemal Link Dist (ft) ''810 964 ' 267 ' 164 <br />Turn Bay Length (ft) 200 150 110 150 <br />Base Capacity(vph) 514 1698 353 1590 ;� 343 916, 402 954 <br />Starvation Cap Reductn 0 0 0 0 0 0 0 0 <br />Spillback Cap Reductn ' 0 0 0 0`�' 0` 0' 0 0° <br />Storage Cap Reductn 0 0 0 0 0 0 0 0 <br />Reduced v/c Ratio 0.87 0.39 0.67 0.20 0.58 0.26 0.30 0.34 <br />ti,�, T„, � �-� <br />.,>„ ;<:� .�._.�-�. ,� .. � `_. � <br />Area Type: Other <br />Cycle Length: 85 <br />Actuated Cycle Length: 56.1 ' <br />T:\1959\01\Synchro\2009_Build SAT Peak Hour.syn Synchro 7- Report <br />Page 1 <br />
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