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RAMPS AND RAMP JUNCTIONS WORKSHEET <br /> rAgency <br /> forinatlop{ k y iyienfo[iiila # r ,, ,?�,ti+,fir , <br /> JR Freeway/Dir of Travel I-5 SB at I-580 End <br /> ompany Peters Engineering Group Junction On ramp from 1-5 to 1-580 <br /> SB <br /> med 3/5/2004 Jurisdiction Caltrans <br /> yme Period AM Peak Hour Analysis Year 2025 <br /> Project <br /> s�Description Proposed mininq Site <br /> Upstream Adj Ramp Terrain Downstream Adj <br /> F'!Yes F:jOn <br /> Ramp <br /> 1-Yes r On <br /> 51 No Fr Off 17. No F-Off <br /> LUP = <br /> S FF = 65.0 mph SFR= 35.0 mph Lda n - ft <br /> Vu = veh/h Sketch ( show lanes, LA, Lo,VR,Vt) VD= veh/h <br /> V v V/PHF <br /> (p�h) (Veh/hr) PHF Terrain Truck %Rv 'HV fP v--V <br /> Freeway 693 0.90 Level 21 0 0.905 1.00 851 <br /> Ramp 646 0.90 Level 25 0 0.889 1.00 ( 808 <br /> U Stream <br /> DownStream <br /> Mer a Areas Diverge Areas <br /> mates <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) PFo = using Equation (Exhibit 25-11) <br /> V12= 851 pc/h V12 = pc/h <br /> Actual Maximum LOS F? Actual Maximum LOS F?` <br /> VSee Exhibit 25- <br /> FO <br /> 1659 4700 No V =V <br /> 14 <br /> V12 4400:A11 <br /> VFO = VF- See Exhibit 25- <br /> VR12 1659 4600:AII No VR 14 <br /> VR See Exhibit 25-3 <br /> Levefiof"fSer�ii`ce�i7 rra71 ` -Q"- ��„ •.--• .--�...•_, _ .. <br /> t� eft. e'3x� et�ic�detecmrga6"--rfiiio -.:.ti <br /> DR = 5.475 + 0.00734 v R + 0.0078 V12 -0.00627 LA DR = 4.252 + 0,0086 V72 -0.0009 Lo <br /> DR = 14.9 (pc/mi/In) DR = (pc/mi/in) <br /> LOS = B (Exhibit 25-4) LOS= (Exhibit 25.4) <br /> 4 <br /> MS = 0.306 (Exibit 25-19) DS = (Exhibit 25-19) <br /> SR= 58.0 mph (Exhibit 25-19) SR= mph (Exhibit 25-19) <br /> so= N/A mph (Exhibit 25-19) SG= mph (Exhibit 25-19) <br />