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RAMPS AND RAMP JUNCTIONS WORKSHEET <br /> te4�e%aT.3t���Sr �o - ,. - -=: �A . ��sk��€"•.`"(x�' ar<:y; '�'fi� � ,x-s.. <br /> Analyst JR <br /> Freeway/Dir of Travel I-5 SB - <br /> Agency or Company Peters Engineering Group Junction On ramp from SR 132 EB <br /> Date Performed 3/5/2004 Jurisdiction Caltrans <br /> Analysis Time Period AM Peak Hour Analysis Year 2025 <br /> Pro'ect Desch tion Proposed Minin Site <br /> Upstream Adj Ramp Terrain4 ` = <br /> Downstream Adj <br /> Yes C-On <br /> Ramp <br /> r Yes F On <br /> F No r Off r No 1-Off <br /> oP <br /> ft L - <br /> d — <br /> S FF= 65.0 mph SFR= 35.0 mph own ft <br /> Vu veh/h Sketch ( show lanes, LA, LDIVR,Vd VD veh/h <br /> (pc/h) V ) f <br /> P f PHF Terrain Truck %Rv fHv f/PHF <br /> (Veh/hr <br /> Hv _ <br /> Freeway 757 0.90 Level 21 0 0.905 1.00 929 <br /> Ramp 14 0.90 Level 25 0 0.889 1.00 18 <br /> U Stream <br /> DownStrea - <br /> Me a Areas Diver a Areas <br /> - <br /> V12 -VF ( PFM) <br /> LEp = (Equation 25-2 or25-3) L E V - + VR)PFD <br /> eo = (Equation 25-- 28 or 25 9) <br /> PFM= 1.000 using Equation (Exhibit 25-5) PFD = using Equation (Exhibit 25-11) <br /> V12= 929 pc/h V12 = pc/h <br /> Actual Maximum LOS F? Actual Maximum LOS F? <br /> V =V See Exhibit 25- <br /> VFo 947 4700 No Fi F 14 <br /> V12 4400:AII <br /> VFD =VF - See Exhibit 25- <br /> VR12 947 4600:AII No VR 14 - <br /> VR See Exhibit 25-3 <br /> �evteoG`Secvi: - tQ R apt, _ Deinatioc if ao E r <br /> DR 5.475+ 0.00734 v + 0.0078 V 0.00627 L <br /> 0.0086 V72 0.0009 LD <br /> LOS = A (Exhibit 25-4) LOS= (Exhibit 25-4) <br /> Ms = 0.296 (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 />