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RAMPS AND RAMP JUNCTIONS WORKSHEET <br /> Analyst JR Freeway/Dir of Travel 132 EB <br /> Agency or Company Peters Engineering Group Junction On ramp from I-5 NB <br /> Date Performed 3/5/2004 Jurisdiction Caltrans <br /> Analysis Time Period AM Peak Hour Analysis Year 2025 <br /> Project Description Proposed Mining Site <br /> Upstream Adj Ramp Terrain Downstream Ad ' <br /> F Yes r On <br /> Ramp <br /> r Yes r On <br /> M,No E2,Off r No r Off <br /> •� LUP ft S FF= 65.0 mph SFR= 35.0 mph Ldown = ft <br /> Vu = veh/h Sketch ( show lanes, LA, LD,VR,Vr) VD= veh/h <br /> .. <br /> _.. ISK <br /> (Pc/h) (Veh hr PHF Terrain Truck %Rv fHV f f VfPHF <br /> Freeway 415 0.90 Level 21 0 0.905 1.00 510 <br /> Ramp 23 0.90 Level 25 0 0.889 1.00 29 <br /> U Stream <br /> DownStrea <br /> a Areas Diver a Areas <br /> V12 -VF( PFM) V12 -VR + (VF-VR)PFD <br /> LED = (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 510 pc/h V12 = pc/h <br /> Actual Maximum LOS F? Actual Maximum LOS F? <br /> ~ See Exhibit 25- <br /> VFO 539 4700 No VFi VF 14 <br /> V12 4400:AII <br /> VFO =VF- See Exhibit 25- <br /> V112 539 4600:A11 No VR 14 <br /> VRSee Exhibit 25-3 <br /> r'�i�{orr"' pof <br /> z <br /> DR 5.475 + 0.00734 v R+ 0.0078 V72 0.00627 LA DR =4.252 + 0.0086 V12 -0.0009 LD <br /> DR= 6.5 (pct mi An) DR = (pc/mi An) <br /> LOS = A (Exhibit 25-4) lLOS= (Exhibit 25-4) <br /> �. <br /> Ms = 0.293 (Exibit 25-19) DS= (Exhibit 25-19) <br /> SR 58.3 mph (Exhibit 25-19) SR mph (Exhibit 25-19) <br /> So N/A mph (Exhibit 25-19) So mph (Exhibit 25-19) <br /> S= 58.3 mph (Exhibit 25-14) S = mph(Exhibit 25-15) <br />