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FREEWAY WEAVING WORKSHEET <br /> Gen�F fof[natton . s'• • - . �.,. _ �t o. ` . v r'sr<. r <br /> Analyst JR Freeway/Dir of Travel 1-5 NB <br /> Agency/Company Peters Engineering Group Weaving Seg Location Between SR 132 Loops <br /> Date Performed 3/5/2004 Jurisdiction Caltrans <br /> Analysis Time Period AM Peak Hour Analysis Year 2025 <br /> IP <br /> Freeway free-flow speed,SFF(miPo) 65 r Weav ng type A <br /> Weaving number of lanes, N 3 Volume ratlo,VR <br /> Weaving seg length, L(ft) 300 0.32 <br /> Te ran Level Weaving rato, R 0.09 <br /> Con tris';' _ . c.6�Un er as,'_ ��.J�, •� i <br /> pdh) V PHF Truck% RV% E T E fi @r fp v <br /> Vol 583 0.90 25 0 1.5 1.2 0.889 1.00 728 <br /> Vol 1 0.90 1 0 0 1.5 1.2 1.000 1.00 1 <br /> Vwl 27 0.90 18 0 1.5 1.2 0.917 1.00 32 <br /> Vw2 261 0.90 18 0 1.5 1.2 0.917 1.00 316 <br /> VW }e... .� - 34729 <br /> V ° ave 1077 <br /> Ow <br /> eaxf60119 WNW. 2 <br /> - <br /> Unoenstrained Constrained <br /> Weavin i=w Non-Weaving i=my Weaving i=w Non-Weavin =nw <br /> a Exhibit 24-6 0.15 0.00 <br /> b Exhibit 24-6 2.20 4.00 <br /> c Exhibit 24-6 0.97 1.30 <br /> d Exhibit 24.6 0.80 0.75 <br /> weaving i tensity factor,w 0.67 0.31 <br /> weaving and no"eaamg 44,39 <br /> weeds,s m m 56.92 <br /> Number of lanes required for unconstrained operatlon,Nw 0.84 <br /> Maximum number of lanes,Nw(max) 1.40 <br /> [, If Nw<Nw(max)unconstrained operation It if Nw>Nw(max)Consttained'opefaki <br /> Weavin2 segment seed, S mVh) 52.16 <br /> Weaving segment densi , D clmiM 6.88 <br /> Level of service,LOS A <br /> Capacity of base condition,cb(pCRt) 4334 <br /> Ca ad as a 15 minute flow rate,c veh/h) 3852 <br /> Capacity as a fun-hour volume,Ch(veh/h) 3467 <br /> z� <br /> a.W eavng segments bnger Nan 2500 0.are treated a;isolated merge and diverye seas using the praedures of Chapter 25,R s andRarnq)Jwetiaes'. j' r <br /> b.Capacity mtxstrained by basic hee+vay capaoty. � <br /> e.Capacity ocaus ands constrained operating mdirions. <br /> d.Tnreelare Type A segments do no[operate vvee at vawne ndos greater Nan 0.45.Poor operatwns and sane oral queuing are expected in wch roses. <br /> e.Fouraane type A segments do not operate rives a<volume 2dos greatu Ihan 0.75.Poor operations and same local queuing are expected n such taus. <br /> f.CaparIlY tmsdmined of maximum allowable weaving Ibw rate:2,aC0 P�(TYpe A),4.000 f TYpe a).9.500(Type C). <br /> g.FnNa°e Type A segments do ria operate vvtl a udane ratios greater Nan 0.20.Poor operations and some brat queuing are expected m such <br /> h.Type B weavig segments de ria operate w�a vdume ratios greaa Nan 0.80.Poor operations atM some beat queuing are expected in such cases. <br /> i.T e C w merits do not opaate well atvohrme radon eater than 0.50.Poor operations and same lord q eum are expected n such taus, <br /> HCS2000TM Copyright 0 2003 University of Florida,All Rights Reserved Venlon 4.Id <br />