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75D - PH - 2525 N MAIN
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11/14/2019 7:54:38 PM
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11/14/2019 5:55:43 PM
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City Clerk
Doc Type
Agenda Packet
Agency
Planning & Building
Item #
75D
Date
11/19/2019
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ReportHCS7 Freeway Facilities <br />Project Information <br />Analyst <br />TR <br />Agency <br />Translutions, INC. <br />Jurisdiction <br />Caltrans <br />Time Period Analyzed <br />AM Peak Hour <br />Analysis Year <br />Existing With Option E - Main <br />St/Walkie Way Access and <br />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 />4 <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 />Basic <br />Basic <br />South of SR-22 <br />2850 <br />4 <br />2 <br />Merge <br />Basic <br />1-5 Connector <br />600 <br />6 <br />3 <br />Basic <br />Basic <br />1-5 Connector Lane Drop <br />940 <br />5 <br />4 <br />Weaving <br />Weaving <br />Main St On to 17th St Off <br />1400 <br />6 <br />Facility Segment Data <br />Segment 1: 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/mVIn) <br />LOS <br />1 <br />0.95 <br />0.943 <br />8093 <br />9188 <br />0.88 <br />56.6 <br />35.7 <br />E <br />Segment 2: Merge <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/mVIn) <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 />11311 <br />3218 <br />14400 <br />1 4000 <br />0.56 1 <br />0.80 <br />69.7 <br />- <br />19.4 <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/mVIn) <br />LOS <br />1 <br />0.95 <br />0.943 <br />11311 <br />11485 <br />0.98 <br />51.9 <br />43.6 <br />E <br />Segment 4: Weaving <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/mVIn) <br />LOS <br />1 <br />0.95 <br />0.943 <br />12383 <br />13374 <br />0.93 <br />50.7 <br />40.7 <br />E <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 <br />55.0 <br />36.4 <br />33.8 <br />1.2 <br />E <br />Facility Overall Results <br />
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