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RAMPS AND RAMP JUNCTIONS WORKSHEET <br /> Analyst JR Freeway/Dir of Travel 132 WB — <br /> Agency or Company Peters Engineering Group Junction On ramp from I-5 SB <br /> Date Performed 3/5/2004 Jurisdiction Caltrans <br /> Analysis Time Period AM Peak Hour Analysis Year 2025 Project Description Proposed Mininq Site <br /> Upstream Adj Ramp Terrain Downstream Adj <br /> F Yes Fa On Ramp <br /> F!Yes F On <br /> F No r!Off F No F Off <br /> LvP = It Laown = ft <br /> S FF = 65.0 mph SFR= 35.0 mph — <br /> Vu = veh/h Sketch ( show lanes, LA, LD,VR,Vf) VD = veh/h <br /> (pc(h) (Veh/hr) PHF Terrain Truck %Rv fHV fp f VfPHF <br /> tn� <br /> Freeway 1604 0.90 Level 21 0 0.905 1.00 1969 _ <br /> Ramp 324 0.90 Level 25 0 0.889 1.00 405 <br /> U Stream <br /> DownStream <br /> K, <br /> Mere Areas Dive a Areas <br /> � f{ <br /> V12 -VF ( PFM) V12 -VR + (VF-VR)PFD <br /> LEO = (Equation 25-2 or 25-3) LEo = (Equation 25-8 or 25-9) <br /> PFM- 1.000 using Equation (Exhibit 25-5) PFD = using Equation (Exhibit 25-11) <br /> V12= 1969 pc/h V12 = pc/h <br /> -„„a ;. <br /> Ca ae <br /> Actual Maximum LOS F? Actual Maximum I LOS F? <br /> See Exhibit 25- <br /> VFO 2374 4700 No VFi VF 14 <br /> V12 4400:AII _ <br /> VFo=VF See Exhibit 25- <br /> VR12 2374 4600:AII No VR 14 <br /> VR See Exhibit 25-3 <br /> Le>leI ax_ `iraho'n Miro ft <br /> DR = 5.475 + 0.00734 v R + 0.0078 V12 - 0-00627 LA DR =4.252 + 0.0086 V72 0.0009 LD — <br /> DR = 20.7 (pc/ mi/In) DR = (pc/ mi/in) <br /> LOS = C (Exhibit 25-4) LOS= (Exhibit 25-4) <br /> Ms = 0.328 (Exibit 25-19) DS = (Exhibit 25-19) <br /> SR= 57.5 mph (Exhibit 25-19) SR mph (Exhibit 25-19) _ <br /> So N/A mph (Exhibit 25-19) So mph (Exhibit 25-19) <br /> S= 57.5 mph(Exhibit 25-14) S = mph (Exhibit 25-15) <br />