6300 MERRILL CREEK PKY BASE FILE 2018-01-01 MF Import

i , . IHCS� Unsignalized Intersections Release 2 . 1d LOT2FDRW .HCO page Z ------------- IWorksheet for TWSC Intersection -------------------------------------------------------- St�p 1 : RT from Minor Street NB 58 I -- --- --------------------------------------- •- Cunflicting Flows: ( vph ) --------740 Potential Capacity� ( pcph ) 584 I Movement Capacity: ( pcph ) 584 Prob . of Queue-Free State: 0 .96 -------------------------------------------------------- IStap 2 = LT from Ma,1or Street ____________Wg______-_-__E8 Conflict.ing Flows� ( vph ) ?55 F'otential Capacity� ( pcph ) 749 I Movement Capacity: ( pcph ) 749 Prob. of pueue-Free State: 0 .98 -------------------------------------------------------- ( 5tep 3� TH from Minor_Street_____________Ng_ --------------------- ----------SB Conflicting Flows: ( vph ) 1480 I Potantial Capacity� ( pcph ) 182 CaF�city Adjustment Factor du. to Impeding Movements 0 .98 I Movement Capacity: ( pcoh ) l�g Prob . of Oueue-Free State: 1 .00 -------------------------------------------------------- Step 4= LT from Minor Street NQ SB ( -------------------------------------------------------- Conflicting Flows: ( vph ) 148C Potential Capacity: ( pcph ) 147 1 Ma,jor LT , Minor TH Impedance Factor : 0 .98 Ad,justed impedance Factor : 0 .98 Capacity Adjustment Far.tor due to Impad.ing Movert,ents p _qg Muvement Capacity: ( pcph ) 144 --•---------------------------------------••-------------- + Intersection Performance Summary I Avg . 95% Flow Move Shared Total Gueue Approach __ Rate Cap Cap Delay Length LOS Delay Piovement ( pcph ) ( pcph ) ( pcph )( sec/veh ) ( veh ) ( sec/veh ) � ------ -- ------ ------ ------- ------- ----- --------- SB L 48 144 ) SB T 0 178 > 190 29 .3 1 .5 D 29 .8 I5B � 23 584 > EB L 15 749 4 .9 0 .0 R 0 . 1 I ' tntersection Delay = 1 .3 sec/veh