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HCS: Ramps Release 2.1 <br /> File Name ... ........ CUM2MIT.HC5 <br /> Facility Section..... WB SR 132 / Koster Road <br /> Analyst... ........... MAB <br /> Time of Analysis..... AM Peak Hour <br /> Date of Analysis..... 3/12/97 <br /> Other Information.... Cumulative + Project Alternative 1 <br /> (Mitigated) <br /> A. Adjustment Data Upstream Analysis Downstream <br /> Ramp Freeway Ramp Ramp <br /> ------------------------------------------------------------------- <br /> Type of Ramp N.A. N.A. ON N.A. <br /> Traffic Volume N.A. 3130 88 N.A. <br /> Flow Rate (pcph) N.A. 3593 93 N.A. <br /> Number of Lanes N.A. 2 1 N.A. <br /> Total Width (ft) N.A. 24.0 12.0 N.A. <br /> Obstructions N.A. 0 0 N.A. <br /> Distance from Edge (ft) N.A. 6.0 6.0 N.A. <br /> Percentage HV's N.A. 18 0 N.A, <br /> Percentage RV's N.A. 0 0 N.A. <br /> Free-flow Speed (mph) N.A. 55 45 N.A. <br /> Left (L) or Right (R) N.A. N.A. L N.A. <br /> Length of Acc. Lane (ft) N.A. N.A. 250 N.A. <br /> B. Adjustment Factors <br /> --------------------- <br /> E E F F F <br /> Terrain Type T R HV W P <br /> ------------ ----- ----- ----- ----- ----- <br /> Freeway LEVEL 1.50 1.20 0.917 1.00 1.00 <br /> Ramp 1.50 1,20 1.000 1.00 1.00 <br /> Estimation of V12: <br /> - ---------------------------- <br /> PFM a 1.000 Using Equation: 1 V12 = 3593 <br /> Capacity Checks: <br /> ------------------------------ <br /> VFO = 3686 VR12 = 3686 <br /> C. Level of Service Results <br /> ------------------------------ <br /> Level of Service (LOS) D <br /> Computed Density(pc/mi/ln) 33 <br /> Computed Speed(mph) 4.9 <br />