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Table 3 lista the p.m. peak hour leve] nf service summary for vicinity <br />intersectiona. The level of eervice with the Everett Mall O[tice Perk IV <br />generated traffic doea not deteriorate at any of the intersections etudied. <br />The uctusl LOS calculatiane are bound separstely. <br />EvereLt Mnll Way E <br />West Mali Drive <br />Everett Mull Way Q <br />7th Avenue W. <br />Everett Plnll Way Q <br />Cenler Mall Drive <br />Everett Mall Way C <br />Eaet Mall Drive <br />Everett Mall Way @ <br />4th Avenue W. <br />Broadway @ <br />➢everly Ulvd. <br />SR 526 @ Broadway <br />*Circular 212 LOS <br />TABLE 3 <br />PM Peak Hour Level of Service <br />1995 Without <br />Project <br />C(19,0) <br />C (19.8) <br />B (13.5) <br />C (22.2) <br />C (22.4) <br />B* <br />v/c = .67 <br />E* <br />v/c = 1 <br />1995 With <br />Totnl Project <br />C (24.5) <br />C (20.6) <br />B (14�1) <br />C (23.8) <br />C (24.4) <br />C* <br />v/c = .77 <br />E* <br />v/c = 1 <br />Other area intersections wili experience increased trntCic 6ecuuse of lhis <br />project, bv.c none will be impacted more than those liated ubove. AI1 neurby <br />intere.:^tions, with the exception of the SR 526 / Drondway iuterseciion, <br />opernte nt e:ecepfable IevelA of eervice. Snohomish County h�s nn bIRIP nloug <br />ita portion of �Sth Avenue W. which is providing n porLion o[ Lhe tinnncing <br />necess¢ry Cor the imminent improvement of that fncility. <br />The SR 526 / Droadway intersection now operates UL cnpnciL,v, und ndditionul <br />truftic desiring to use the intersection wili crenCe e lonqer peak houn ln <br />mder to signiticanLly increase the cnpacity of Lhis IocaLion, much of Lhe I-5 / <br />SR 526 inlerchange would need nignificnnt modificnLion. Since Lhis is n SLule <br />fuciliLy, chnnges Lo the interchange will tnke yeur4 Lo implement. ProjecL <br />E <br />