Laserfiche WebLink
Table 6:2(107 Oper:'~tional Analysis <br />Intersection and Traffic Control ;cenario Peak Hour <br /> <br /> Forecasted <br /> <br />Armstrong Blvd & TH' 10/169 <br /> <br />,5'i~inalized <br /> <br />Armstrong [?,lvct &/ndust~T Ave NW <br /> <br />Armstrong Blvd & Alpine Drive NW <br /> <br />Unsignnli.zed <br /> <br />jAlptne Drive NW & TH 10/169 <br /> <br />L 'nsigm?lize'd <br /> <br />lAIpine Drive NW & Nun'ia Street NW <br /> <br /> . Un.vi,~nul.;zed <br /> <br />*Delay in seconds per vehicle <br /> <br />Build <br /> <br />Full Bu/kt <br /> <br />Forecasted <br /> <br />Build <br /> <br />Full Build <br /> <br />Forecasted <br /> <br /> Build <br /> <br />Full Build <br /> <br />[:oreca'qted <br /> <br />AM <br />PM <br /> <br />PM <br /> <br />AM <br />PM <br /> <br />AM <br />PM <br /> <br />AM <br />PM <br /> <br />AM <br />?M <br /> <br />Intersection <br />Delay*-LOS <br /> <br />28.8-C <br />21 <br /> <br />I 12.0-F <br />130.0-};' <br /> <br />232.9-F <br />383.6-F <br /> <br />N/A <br /> <br />N/A <br /> <br />N/A <br /> <br />Maxim um Delay~ <br />LOS-v/c~* <br /> <br />89~a-F-0,9o <br />.62,7-E-0,87 <br /> <br />205.2-F-1,36 <br />210,3-F-I.38 <br /> <br />.~49., 8-F- 1.67 <br />598.2-F-2.25 <br /> <br />I t.7-B~0.19 <br />12.5-73-0.12 <br /> <br />Unconstrained <br />Unconstrained <br /> <br />Unconstrained F <br />Unconstrained F <br /> <br /> N/A I3.9-B-0.15 <br />PM i 7.7-C-0.19 <br />AM N/A 20.2-C-0.27 <br />PM 32.0-D4).48 <br /> N/A <br /> <br />AM <br />PM <br /> <br />N/A <br /> <br />AM <br />PM <br /> <br />58.9-F-0,72 <br />399. I-F- t.67 <br /> <br />20,9-C-0,62 <br />60.7-F-0.60 <br /> <br />Build AM N/A 37,7-E-0.69 <br /> PM 13 i.7-F-0,90 <br />Full Build <br /> <br /> Forecasted <br /> Build [ <br />Fui! Build <br />*'~Maximum delay, LOS, <br /> <br />AM <br />PM <br /> <br />AM <br />PM <br /> <br />N[A. <br /> <br />N/A <br /> <br />AM <br />PM <br /> <br />AM <br />PM <br /> <br /> 75. <br />.OaO )-F-~,, 0 <br /> <br />g.0~A;0.04 <br />9. bA~0,05 <br /> <br />9;6-A.0.05 <br />t0, l-B-0.05 <br />9,6-A-0.07 <br />[0. I-B-0.05 <br /> <br />and v/c ratio on any approach and/or movement <br /> <br />With the area being developed by 2007 and as traffic is increased, traffic operations <br />degrade aH of the intersections analyze& Intersections may have to be redesigned with <br />additional capacity and a change in traffic control to handle the additional traffic, The <br />intersection of Alpine Drive and TH 10 does perfom'~ poorly under all the scenarios, just <br />as in the Existing scenario, Grade separation or signalization should be considered to <br />achieve acceptable level of service. <br /> <br />The intersection of Armstrong Boutewtrd and Alpine Drive does not operate well under <br />rite existing stop control. W/th the large volumes ar the intersection fi-om all the <br />movements, a four-way stop controlled intersection does nor operate well either, lin order <br /> <br />122 <br /> <br />Pulle Homes Development <br />Trq/fic hnpac! ,$'tucly <br />City of Ramsey, ,,:lnoka Courtly, Minnesota <br /> <br /> page i7 of 24 <br />Prepared by: <br />Bollon & :ld'enk, hTC <br /> <br /> <br />