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As the area grows in population m'~d mfff~c volume, the need for roadway improvemenls <br />becomes necessmT'. With ~¢ coatinued ~ra~]c grox~h on TH [ 0, it is proposed ~hat TH <br />10 will be improved to a fo~-lane fi'~eway facility flu'ough the Cky of'fkamsey by 2017, <br />I1 is also proposed that Armstrong Boulevard will be re-aligned to the west of its cutz.ent <br />location through the Puke Site. This will allow for < interchange to be co~tructed at <br />the Mtersec.fion of TH i 0, either with a Mgnaliz¢d intersection on Armsu'ong with ramp <br />access to and fi'om TH I0 or a system-to-system imerchange. <br /> <br />By 2030, a river crossing to the south over the Mississippi River is proposed that will <br />co,meet with the interchange at TH 10 and Armstrong BouleYm'd: Assuming that these <br />improvements will be made to the roadway network, fl~e traffic from tl~e developments <br />will access the roadway network differently and traffic patterns ~vilt change, The resulB <br />oftb. e 2017 and 2030 Full Build ~alyses are located .Lq' Table 8. These results, take into <br />account the realignment of )a'mstrong Boulevard and the two new study.inrers~:ctions <br />created by the realignment, it is assumed that the existing intersectior/of Armstrong <br />Boulevm'd (Old ArmsU'ong) and Indusu'y Avenue will be redesi.gn4d before 2007 to <br />handle the 2007 traffic without [he realignment of Arrnstrong. This design will provide <br />sufficient geometry at d~e intersection for the traffic in 20i7 and 2030. Also a sb.~gle- <br />point intersection is anticipated at TH I0 and Armstrong Boulev~d for analysis purposes. <br />The h~[ersection lanes and trat~c control that [s required t'~or LOS D or better operations · <br />each year is aoted in Figure 10. <br /> <br />Table 8:2017 ami 2030 Full Build Mitigated Operational Analysis <br />ilnter,seetion & Traffic Control Scenario Peak Hour intersection Maximum Delay- <br /> Detay*-LOS LOS-v/c*-* <br /> <br />:Armstrong Blvd& TH }0/169 2017 <br /> <br />Old <br /> <br />! <br /> <br />,$'ig, nalized <br /> <br />Amqstrong Bird & [ndusm/Ave NV,,' <br /> <br />Si.gnalized <br /> <br />Armstrong & Industry Ave N W <br /> <br />$'L~naiized <br /> <br />iArmstrong Bird & Alpine Drive NW <br /> <br /> 5'igna{ized <br /> <br />Alp/ne Drive NW & TI4 10/[69 <br /> <br />Signalized <br /> <br />2017 <br /> <br />AM <br />PM <br /> <br />AM <br />PM <br /> <br />AM <br />PM <br /> <br />I&6-B <br />i4,'?-B <br /> <br />18. I-B <br />48.2-D <br /> <br />21.0-C <br />32.9-C <br /> <br />35,4-D-0,86 <br />41.0-D-0.87 <br />5'i .7-D-0.94 <br />I I6.6-F-I,i3 <br /> <br />45.0-D-0.94 <br />54.8-D-0.98 <br /> <br />2030fl AM 2 [ .8.:C 47.0.D-0.92 <br /> PM 27.6-C 47.1-0-0,98 <br />"20'17' AM 19.0-B 36.0-D-0.84 <br /> PM 29.3-C 46,5-D~0.99 <br />2030 <br /> <br />AM <br />PM <br /> <br />AM <br />P M <br /> <br />AM <br />PM <br /> <br />.AM <br />PM <br /> <br />2017 <br /> <br />2030 <br /> <br />2017 <br /> <br />22.1 -C <br />31.6-C <br /> <br />8,4-A <br />8,4~A <br /> <br />[2. <br />t 3.0-S <br /> <br />12. t-8 <br />15.4-B <br /> <br />48.8-D <br />86,3-F <br /> <br />2030 <br /> <br />43.4-D-0.94 <br />48.2-D-0,99 <br /> <br />13,3-B..0,60 <br />18.5-B,0,61 <br /> <br /> 2'1.4-C-0,5 I <br />' 25,1-C-0,54 <br /> <br /> 27.9-C-0,88 <br />i 56.2-E.0.95 <br /> <br />85,6-F~1,11 <br />148.62F-1.28 <br /> <br />-240- <br /> <br />Puhe Homes Deve/o?nen[ E'Ai;r/ <br />?)'q/ftc/m.prtcr. ,5'zudy ". <br />(_.'Ry of Rctm,s'ey. Anokc~ Count),, :Winne.s'o.~a <br /> <br /> page 20 q.724 <br /> Prepared by: <br />Bohon & Menk, <br /> <br /> <br />