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_ RAMPS AND RAMP JUNCTIONS WORKSHEET <br /> Analyst JR Freeway/Dir of Travel I-5 NB <br /> Agency or Company Peters Engineering Group Junction On ramp from SR 132 WB <br /> Date Performed 3/5/2004 Jurisdiction Caltrans <br /> Analysis Time Period All Peak Hour Analysis Year 2025 <br /> Project Description Proposed Mining Site <br /> M T' <br /> Upstream Adj Ramp Terrain Downstream Adj <br /> Ramp <br /> E-Yes r On r Yes f On <br /> F No F7 Off F No I-Off <br /> LSP= It Ldown = 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 /> (pGh) (Veh/hr) PHF Terrain Truck %Rv fHv f VVfPHF <br /> Freeway 844 1 0.90 Level 21 0 0.905 1.00 1036 <br /> Ramp 34 0.90 Level 25 0 0.889 1.00 43 <br /> U Stream <br /> DownStrea <br /> Merqe Areas Dive a Areas <br /> . - <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= 1036 pGh V72 = pc/h <br /> .. .... .:rte'' _u ,.,..�. '''N ,,; ..y"t—_-;. • *4 -. <br /> y <br /> Actual Maximum LOS F? Actual Maximum LOS F? <br /> See Exhibit 25- <br /> VFO 1079 4700 NO VFI—VF 14 <br /> V12 4400:AII <br /> VFO =VF- See Exhibit 25- <br /> VR12 1079 4600:AII No VR 14 <br /> VR See Exhibit 25-3 <br /> DR = 5.475+ 0.00734 v R+ 0.0078 Vt2 -0.00627 LA DR =4.252 + 0.0086 V72 -0.0009 Lo <br /> DR= 10.7 (pc/ mi/In) DR = (pc/ mi/In) <br /> LOS= B (Exhibit 25-1) LOS= (Exhibit 25-4) <br /> Ms = 0.297 (Exibit 25-19) DS= (Exhibit 25-19) <br /> SR= 58.2 mph (Exhibit 25-19) SR mph (Exhibit 25-19) <br /> So= N/A mph (Exhibit 25-19) So= mph (Exhibit 25-19) <br /> S= <br />