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• HCS:-Unsionalized-Intersections---Release-2.lf----PM03BK.HCO-----Page-2 <br />Worksheet for TWSC Intersection <br />-------------------------------------------------------- <br />Step 1: RT from Minor Street WB EB <br />Conflicting Flows: (vph) 50 <br />Potential Capacity: (pcph) 1306 <br />Movement Capacity: (pcph) 1306 <br />Prob. of Queue-Free State: <br />---------------------------------- 0.99 <br />-------------- <br />Step 2: LT from Major Street SB <br />------------------- <br />- <br />- -------- <br />NB <br />---- <br />- <br />---------------------- <br />Conflicting Flows: (vph) -------- <br />71 <br />Potential Capacity: (pcph) 1566 <br />Movement Capacity: (pcph) 1566 <br />Prob. of Queue-Free State: 1.00 <br />TH Saturation Flow Rate: (pcphpl) 1700 <br />RT Saturation Flow Rate: (pcphpl) <br />Major LT Shared Lane Prob. <br />of Queue-Free State: 1.00 <br />Step 3: TH from Minor Street WB <br />-------------------- <br />- <br />- EB <br />- <br />-- <br />----------------------- <br />Conflicting Flows: (vph) -------- <br />67 <br />Potential Capacity: (pcph) 1006 <br />Capacity Adjustment Factor <br />• <br />due to Impeding Movements 1.00 <br />Movement Capacity: (pcph) 1002 <br />Prob. of Queue-Free State: <br />----------------- 1.00 <br />------- <br />------------------------ <br />Step 9: LT from Minor Street WB <br />--------------------------------- -------- <br />EB <br />--------------- <br />Conflicting Flows: (vph) -------- <br />67 <br />Potential Capacity: (pcph) 968 <br />Major LT, Minor TH <br />Impedance Factor: 1.00 <br />Adjusted Impedance Factor: 1.00 <br />Capacity Adjustment Factor <br />due to Impeding Movements 1.00 <br />Movement Capacity: (pcph) <br />------------------------------------------------ 969 <br />-------- <br />• <br />