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HCM Unsignalized Intersection Capacity Analysis Existing <br /> 4: Blevvett Road & Bird Road 2/1112004 <br /> iT-a ;r z� <br /> Movement ° 1ItilBL'>3llYBR NBT°'" NBR-'<._ BL' Si3 G;� "- a <br /> Lane Configurations ►� j, s <br /> Sign Control Stop Free Free <br /> Grade 0% 0% 0% <br /> Volume (veh/h) 2 2 51 4 16 47 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate (vph) 2 2 55 4 17 51 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (ftfs) <br /> Percent Blockage <br /> Right turn flare (veh) <br /> Median type None <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 143 58 60 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 143 58 60 <br /> tC, single (s) 6.4 6.2 4.1 <br /> tC, 2 stage (s) <br /> tF (s) 3.5 3.3 2-2- <br /> p0 queue free % 100 100 99 <br /> c�Mcapacity <br /> (vehh/h) 84♦0 1009 -1:544 <br /> I:JJeNYVs <br /> ane <br /> Volume <br /> 4�^NB`•�IT S ', ,t' A' -'T M'�'z'af' <br /> Volume Total 4 60 68 <br /> Volume Left 2 0 17 <br /> Volume Right 2 4 0 <br /> cSH 916 1700 1544 <br /> Volume to Capacity 0.00 0.04 0.01 <br /> Queue Length (ft) . 0 0 1 <br /> Control Delay (s) 8.9 0.0 1.9 <br /> Lane LOS A A <br /> Approach Delay (s) 8.9 0.0 1.9 <br /> Approach LOS A <br /> } ...;M.tM? 7T-^5� `erg T <br /> Average Delay 1.3 <br /> Intersection Capacity Utilization 20.0% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 4 <br />