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HCM Unsignalized Intersection Capacity Analysis Existing With Seasonal Adjustments <br /> 2: SR 132 & Koster Road 2/11/2004 <br /> h&vemept-' 5- CPT,*TEBS`--:EBT °EBB,-,I .f L 1NBVk7,WB NBL NBT'.'=".NBR' `SB SBr SBR <br /> Lane Configurations T+ p 4. <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h) 2 195 8 3 840 0 11 3 2 0 1 7 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate (vph) 2 212 9 3 913 0 12 3 2 0 1 8 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (ft/s) <br /> Percent Blockage <br /> Right turn flare (veh) <br /> Median type None None <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 913 221 1148 1140 216 1140 1145 913 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 cont vol <br /> vCu, unblocked vol 913 221 1148 1140 216 1140 1145 913 <br /> tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 <br /> tC, 2 stage (s) <br /> IF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 <br /> p0 queue free % 100 100 93 98 100 100 99 98 <br /> cM capacity (veh/h) 746 134a 170 200 824 175 199 331 <br /> Fl("'ee�on�'€aneit�`�g:'�t�-E62.��U +...4 � a<�&.'T' S'&�r" ' ,�;z:3 .tc� '.•� ��Ys-. a._=y:;. <br /> Volume Total 2 221 3 913 17 9 <br /> Volume Left 2 0 3 0 12 0 <br /> Volume Right 0 9 0 0 2 8 <br /> cSH 746 1700 1349 1700 195 306 <br /> Volume to Capacity 0.00 0.13 0.00 0.54 0.09 0.03 <br /> Queue Length (ft) 0 0 _0_ - _ 0 7- - --2 <br /> Control Delay (s) 9.8 0.0 7.7 Off 25.3 17.1 <br /> Lane LOS A A D C <br /> Approach Delay (s) 0.1 0.0 25,3 17.1 <br /> Approach LOS D C <br /> fi, O[F ,Uri1r17a51-112Ti:'� ; •.`.'. a� ..: 4..:t_i':a^. r a, r r �.•,t >wr.• a. - c?i +r-a' <br /> Average Delay 0.5 <br /> Intersection Capacity Utilization 58.4% ICU Level of Service B <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 2 <br />