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Lanes, Volumes, Timings ~ 3 ~' <br />3: Oakdale Road & Old 86 12l <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />v/c Ratio 0.61 0.09 0.32 0.44 0.07 0.71 <br />Uniform Delay, d1 13.8 5.6 8.9 9.5 7.7 11.0 <br />Delay 15.9 9.4 11.2 10.8 9.6 12.7 <br />LOS B A B B A B <br />Approach Delay 15.9 9.4 10.9 12.6 <br />Approach LOS B A B B <br />Queue Length 50th (ft) 72 5 19 83 5 150 <br />Queue Length 95th (ft) 221 33 63 190 22 343 <br />Internal Link Dist (ft) 194 1312 179 576 <br />50th Up Block Time (%) <br />95th Up Block Time (%) 13% 9% <br />Tum Bay Length (ft) <br />50th Bay Block Time <br />95th Bay Block Time <br />Queuing Penalty (veh) 21 18 <br />Intersection Summa <br />Area Type: Other _ <br />Cycle Length: 132.7 <br />Actuated Cycle Length: 59.5 <br />Natural Cyde: 50 <br />Control Type: Actuated-Uncoordinated <br />Maximum v/c Ratio: 0.71 <br />Intersection Signal Delay: 12.6 Intersection LOS: B <br />Intersection Capacity Utilization 74.2% ICU Level of Service C <br />Solits and Phases: 3: Oakdale Road & Old 86 <br />®2 m4 <br />z <br />m6 <br />08 <br /><_, <br /> <br />SECU Expansion -Hillsborough 11/21/2003 Future (2003) AM Peak Hour Synchro 5 Report <br />With One Additional Window Page 2 <br />RAMEYKRALE-ST51 <br />