Queues 2: Millrace & Graves Mill
Lane Group Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio
EBT 1571 0.68 13.5 0.0 13.5 155 562 952 2310 0 0 0 0.68
03/07/2018
WBL 39 0.17 7.4 0.0 7.4 7 m16 330 229 0 0 0 0.17
WBT 1599 0.62 8.5 0.0 8.5 250 429 1251
NBL 109 0.43 33.2 0.0 33.2 46 88 593
2568 0 0 0 0.62
340 0 0 0 0.32
NBR 249 0.79 34.5 0.0 34.5 61 134 240 388 0 0 0 0.64
Intersection Summary m Volume for 95th percentile queue is metered by upstream signal.
Graves Mill Road Corridor Plan 10/10/2017 Future Build Priority 1 EPR
Synchro 9 Report Page 1
