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ReportHCS7 Freeway Facilities <br />Project Information <br />Analyst <br />TR <br />Agency <br />Translutions <br />Jurisdiction <br />Caltrans <br />Time Period Analyzed <br />AM Peak Hour <br />Analysis Year <br />Year 2040 With Option E - <br />Main St/Walkie Way Access <br />and Surface Parking Lot <br />Date <br />9/3/2019 <br />Project Description <br />The Addington <br />Facility Global Input <br />Jam Density, pc/mi/In <br />190.0 <br />Density at Capacity, pc/mi/In <br />45.0 <br />Queue Discharge Capacity Drop, % <br />7 <br />Total Segments <br />3 <br />Total Time Periods <br />1 <br />Time Period Duration, min <br />15 <br />Segment Geometric Data <br />No. <br />Coded <br />Analyzed <br />Name <br />Length, ft <br />Lanes <br />1 <br />Diverge <br />Diverge <br />Broadway Off -Ramp <br />1500 <br />3 <br />2 <br />Diverge <br />Basic <br />Main Street Off -Ramp <br />700 <br />3 <br />3 <br />Basic <br />Basic <br />5280 <br />2 <br />Facility Segment Data <br />Segment 1: Diverge <br />Time <br />Period <br />PHF <br />fHV <br />Flow Rate <br />(pc/h) <br />Capacity <br />(pc/h) <br />d/c <br />Ratio <br />Speed <br />(mi/h) <br />Density <br />(pc/mi/In) <br />LOS <br />F <br />R <br />F <br />R <br />Freeway <br />Ramp <br />Freeway <br />Ramp <br />F <br />R <br />F <br />R <br />Freeway <br />Ramp <br />1 <br />0.95 <br />0.95 <br />0.943 <br />0.943 <br />5629 <br />1041 <br />7200 <br />2000 <br />0.78 <br />0.52 <br />60.5 <br />55.4 <br />31.0 <br />34.4 <br />D <br />Segment 2: Diverge <br />Time <br />Period <br />PHF <br />fHV <br />Flow Rate <br />(pc/h) <br />Capacity <br />(pc/h) <br />d/c <br />Ratio <br />Speed <br />(mi/h) <br />Density <br />(pc/mi/In) <br />LOS <br />F <br />R <br />F <br />R <br />Freeway <br />Ramp <br />Freeway <br />Ramp <br />F <br />R <br />F <br />R <br />Freeway <br />Ramp <br />1 <br />0.95 <br />0.95 <br />0.943 1 <br />0.943 <br />4588 <br />887 <br />7200 <br />1 2000 <br />0.64 1 <br />0.44 <br />68.7 <br />- <br />22.3 <br />- <br />C <br />Segment 3: Basic <br />Time <br />Period <br />PHF <br />fHV <br />Flow Rate <br />(pc/h) <br />Capacity <br />(pc/h) <br />d/c <br />Ratio <br />Speed <br />(mi/h) <br />Density <br />(pc/mi/In) <br />LOS <br />1 <br />0.95 <br />1.000 <br />3489 <br />4774 <br />0.73 <br />65.8 <br />26.5 <br />D <br />Facility Time Period Results <br />T <br />Speed, mi/h <br />Density, pc/mi/In <br />Density, veh/mi/In <br />Travel Time, min <br />LOS <br />1 1 <br />64.6 <br />27.2 <br />26.5 <br />1.3 <br />D <br />Facility Overall Results <br />Space Mean Speed, mi/h <br />64.6 <br />Density, veh/mi/In <br />26.5 <br />Average Travel Time, min <br />1.3 <br />Density, pc/mi/In <br />27.2 <br />Copyright © 2019 University of Florida. All Rights Reserved. HCSUN Freeways Version 7.5 Generated: 9/32019 525:06 PM <br />SB Diverge AM.xuf <br />