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HCS7. Freeway Weaving Report <br />Project Information <br />Analyst <br />BMB <br />Date <br />10/22/2018 <br />Agency <br />SRF <br />Analysis Year <br />2018 <br />Jurisdiction <br />Time Period Analyzed <br />Project Description <br />Snelling Ave Lane Drop Approximation <br />Geometric Data <br />Number of Lanes (N), In <br />3 <br />Segment Type <br />Freeway <br />Short Length (L5), ft <br />1000 <br />Number of Maneuver Lanes (NWL), In <br />1 <br />Weaving Configuration <br />One -Sided <br />Ramp -to -Freeway Lane Changes (LCRF), IC <br />1 <br />Terrain Type <br />Level ! <br />Y <br />Freeway -to -Ramp Lane Changes (LCFR), IC <br />1 <br />Percent Grade, % <br />- <br />Ramp -to -Ramp Lane Changes (LCRR), IC <br />I 0 <br />Interchange Density (ID), int/mi <br />0.0 I <br />Cross Weaving Managed Lane <br />No <br />Adjustment Factors <br />Driver Population <br />All Familiar <br />Final Speed Adjustment Factor (SAF) <br />1.000 <br />Weather Type <br />Non -Severe Weather <br />Final Capacity Adjustment Factor (CAF) <br />1.000 <br />Incident Type <br />No Incident <br />Demand Adjustment Factor (DAF) <br />1.000 <br />Demand and Capacity <br />FF <br />RF <br />RR <br />FR <br />Volume (V), veh/h <br />I 2400 a� <br />740 <br />0 <br />0 <br />Peak Hour Factor (PHF) <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />Total Trucks, % <br />2.00 I <br />2.00 <br />0.00 <br />0.00 <br />Heavy Vehicle Adjustment Factor (fHv) J <br />0.980 <br />0.980 <br />1.000 <br />1.000 <br />Flow Rate (v), pc/h <br />2662 <br />821 <br />0 <br />0 <br />Weaving Flow Rate (vw), pc/h <br />t 821 <br />Freeway Max Capacity (C FL), pc/h/In <br />2250 <br />Non -Weaving Flow Rate (VNw), pc/h <br />2662 <br />Density -Based Capacity (OWL), pc/h/In <br />1831 <br />Total Flow Rate (v), pc/h <br />3483 I <br />Demand Flow -Based Capacity (ow), pc/h <br />40000 <br />Volume Ratio (VR) <br />0.236 <br />Weaving Segment Capacity (cw), veh/h <br />5383 <br />Minimum Lane Change Rate (LCmIN), Ic/h <br />821 <br />Adjusted Weaving Area Capacity (Cm), veh/h <br />5383 <br />Maximum Weaving Length (LMAx), ft <br />6474 <br />Volume -to -Capacity Ratio (v/c) <br />0.63 <br />Speed and Density <br />Non -Weaving Vehicle Index (INw) <br />0 <br />Average Weaving Speed (Sw), mi/h <br />45.8 <br />Non -Weaving Lane Change Rate (LCNw), Ic/h <br />513 <br />Average Non -Weaving Speed (SNw), mi/h <br />43.5 <br />Weaving Lane Change Rate (LCw), Ic/h <br />914 <br />Average Speed (S), mi/h <br />44.0 <br />Total Lane Change Rate (LCAu), Ic/h <br />1427 <br />Density (D), pc/mi/In <br />26.4 <br />Weaving Intensity Factor (W) <br />0.299 <br />Level of Service (LOS) <br />C <br />Copyright © 2018 University of Florida. All Rights Reserved. HCS7M Freeways Version 7.1 Generated: 10/22/2018 3:23:56 PM <br />Weaving1.xuf <br />