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- RAMPS AND RAMP JUNCTIONS WORKSHEET <br /> G® aO alio `"rSre-! r p g <br /> Analyst JR Freeway/Dir of Travel 132 VJB <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 <br /> Pro'ect Descr tion Pro osed Minin Site <br /> Upstream Adj Ramp Terrain Downstream Adj u' <br /> F Yes r On Ramp <br /> F Yes F7 On <br /> F No M Off F No P1 Off <br /> LUP — tt 1-down = ft <br /> S FF = 65.0 mph SFR= 35.0 mph <br /> Vu = veh/h Sketch ( show lanes, LA, LD,VR,V1) VD = veh/h <br /> t DetFSAo, A Base Gaud <br /> ` ,>�- f,� —it Y !+'.f.:-•^-4,1 <br /> (pGh) (Veh/hr) PHF Terrain Truck %Rv fHV f f=VfPHF <br /> r+v <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 Strearn <br /> DownStrearr, <br /> Me a Areas Diver e Areas <br /> �;' .—.. .. -�.. VAN t. <br /> ,x_ , <br /> s <br /> V12 =VF( PFM) V12 = VR+ (VF -VR)PFO <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 pGh V12 = PC]h <br /> Ga ac ,E'�iec - - ac <br /> ;ASS t '+��- <br /> Actual Maximum LOS F? _ <br /> __ __ __Actual. . - Maximum— --LDSF-�--- <br /> See Exhibit 25- <br /> VFO <br /> 2374 4700 No VFi=VF 14 <br /> V12 4400:All <br /> VFo = VF- See Exhibit 25- <br /> VR12 2374 4600:AII No VR 14 <br /> VR See Exhibit 25-3 <br /> LeV�Got1 uic: SEl0 nabon' !old e g� 3 es rrEe#k7et�ef�rrutafrbic 1 1p <br /> I. <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 = 20.7 (pc/ mi/In) DR = (pc/ mi/In) <br /> LOS = C (Exhibit 2514) LOS= (Exhibit 2513) <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 />