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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 AIM Peak Hour Analysis Year 2025 <br /> Pf0'ect Description Proposed Mining Site <br /> Upstream Adj Ramp Terrain Downstream Adj <br /> Ramp <br /> M,Yes FT On <br /> f-Yes r On <br /> F!No M Off F No C-Off <br /> LUP = ft 1-down = 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 /> v=V/PHF <br /> (pGh) (Veh/hr) PHF Terrain Truck %Rv fHv fp f,f <br /> Freeway 844 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 /> Mere Areas i Diverge Areas <br /> �Wyd IMP <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 pc/h V72 = pGh <br /> Actual Maximum LOS F? Actual Maximum LOS F? <br /> V -V See Exhibit 25- <br /> VFo 1079 4700 No FI F 14 <br /> V72 4400:AI I <br /> j VFO =VF- See Exhibit 25- <br /> VR12 1079 4600:AII No VR 14 <br /> VR See Exhibit 25-3 <br /> Level3'f�e'r�tCeUinatioiL'ifn`o`Y. r •�vek�a ve� rnnnatrorz: ;no Fes:„, , <br /> DR = 5.475 + 0.00734 v R+ 0.0078 V72 -0.00627 La DR =4.252 + 0.0086 V 1 -0.0009 LD <br /> DR = 10.7 (pc/ mi/In) DR = (pc/mi/In) <br /> LOS = B (Exhibit 25-4) 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 />