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� HCM Unsignalized ��terseckion CapacityAnalysis <br /> 4: SR-527 & Silv<ar Lake Center <br /> I � � � i � � <br /> I M�vement EBL EBT WBT WBR SB! SBR <br /> l.ane Configurations �� �A � <br /> Sig,� Control Free Free Stop <br /> I Grade 0% 0% 0% <br /> � Volume (veh/h) 0 1282 950 51 0 25 <br /> Peak Hour Factor 0.92 0.97. 0�2 0.92 0.92 0.92 <br /> Hourly flow rate (vph) 0 1393 1033 55 0 27 <br /> I Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (ft/s) <br /> I Percent Blockage <br /> Right[urn flare (veh) <br /> Median type None <br /> ` Median storage veh) <br /> I Upstream signal (ft) 1097 <br /> � pX, platoon unblocked 0.90 <br /> vC, conflicting volume 1088 �75� 544 <br /> � vC1, stage 1 conf vol <br /> i vC2, stage 2 conf vol <br /> vCu, unblocked vol 1088 1731 5 ' ' <br /> I lC, single (s) 4.1 6�8 � <br /> tC, 2 stage(s) <br /> tF (s) 2.2 3.5 3.3 <br /> pll Gueue free% 100 100 94 <br /> Ich�capaciry(vehlh) 637 72 483 <br /> Dirr:ction, Lane# EB 1 EB 2 WB 1 WB 2 SB 1 <br /> I Vo'ume Total 697 697 688 400 27 <br /> Volume Left 0 0 0 0 0 <br /> ' Vo!ume Right 0 0 J 55 '?7 <br /> cSH 1700 1700 1710 1700 493 <br /> Voiume to Capacity 0.41 0.41 0.40 024 0.06 <br /> Queue Length 95th (ft) 0 0 0 0 4 <br /> Control Delay(s) 0.0 0.0 0.0 0.0 72.9 <br /> I Lane LOS B <br /> Approach Delay(s) 0.0 0.0 12.9 <br /> Approach LOS B � <br /> I Intersection Summary <br /> Average Delay �•� � <br /> Intersection Capacity Utilization 38.8% ICU Level of Service A � <br /> iMalysis Period (min) 15 <br /> I <br /> 1 <br /> � 2008 Future Conditions witfi Development PM Peak-Hour <br /> Gibson Tra�c Consultants, Inc. [BJL] <br /> � �� <br />