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HCS: Ramps Release 2.1 HCS: Ramps Release 2.1 <br /> i•ii i♦itttt*************#**********#***************#"�'********** <br /> File Name ..... ... ... CUM.HC5 File Name .... . . . . ... CUMI.HC5 <br /> Facility Section.. ... WB SR 132 / Bird Road Facility Section. .... WB SR 132 / Bird Road <br /> Analyst...:....... ... MAB Analyst............. . MAB <br /> Time of Analysis. . ... AM Peak Hour Time of Analysis.... . AM Peak Hour <br /> Date of Analysis. .... 3/12/97 Date of Analysis... .. 3/12/97 <br /> Other Information... . Cumulative Conditions Other Information. . .. Cumulative + Project Alternative 1 <br /> A. Adjustment Data Upstream Analysis Downstream A. Adjustment Data Upstream Analysis Downstream <br /> Ramp Freeway Ramp Ramp Ramp Freeway Ramp Ramp <br /> ------------------------------------------------------------------- ------------------------------------------------------------------- <br /> Type of Ramp N.A. N.A. ON N.A. Type of Ramp N.A. N.A. ON N.A. <br /> Traffic Volume N.A. 2932 47 N.A. Traffic Volume N.A. 2980 51 N.A. <br /> Flow Rate (pcph) N.A. 3364 49 N.A. Flow Rate (pcph) N.A. 3421 54 N.A. <br /> Number of Lanes N.A. 2 1 N.A. Number of Lanes N.A. 2 1 N.A. <br /> Total Width (ft) N.A. 24.0 12.0 N.A. Total Width (ft) N.A. 24.0 12.0 N.A. <br /> Obstructions N.A. 0 0 N.A. Obstructions N.A. 0 0 N.A. <br /> Distance from Edge (ft) N.A. 6.0 6.0 N.A. Distance from Edge (ft) N.A. 6.0 6.0 N.A. <br /> Percentage HV's N.A. 18 0 N.A. Percentage HV's N.A. 18 0 N.A. <br /> Percentage RV's N.A. 0 0 N.A. Percentage RV's N.A. 0 0 N.A. <br /> Free-flow Speed (mph) N.A. 55 45 N.A. Free-flow Speed (mph) N.A. 55 45 N.A. <br /> Left (L) or Right (R) N.A. N.A. L N.A. 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. Length of Acc. Lane (ft) N.A. N.A. 250 N.A. <br /> B. Adjustment Factors B. Adjustment Factors <br /> ---------- <br /> --------------- ----- <br /> �- E E F F F E E F F F <br /> Terrain Type T R HV W P Terrain Type . T R HV W P <br /> ------------ ----- ----- ----- ----- ----- ------------ <br /> Freeway LEVEL 1.50 1.20 0.917 1.00 1.00 FreewayLEVEL 1.50 1.20 0.917 1.00 1.00 <br /> Ramp 1.50 1.20 1.000 1.00 1.00 Ramp 1.50 1.20 1.000 1.00 1.00 <br /> Estimation of V12: Estimation of V12: <br /> ------------------------------ ------------------------------ <br /> PFM = 1.000 Using Equation: 1 V12 = 3364 PFM = 1.000 Using Equation: 1 v12 = 3921 <br /> I <br /> Capacity Checks: Capacity Checks: <br /> ------------------------------ <br /> VFO 3413 VR12 3413 VFO = 3475 VR12 = 3475 <br /> C. Level of Service Results C. Level of Service Results <br /> ------------------------------ <br /> Level of Service (LOS) D Level of Service (LOS) D <br /> Computed Density(pc/mi/ln) 31 Computed Density(pc/mi/ln) 31 <br /> Computed Speed(mph) 50 Computed Speed(mph) 49 <br />