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As the area grows in population ~md tr~'fic volume, the need for roadway improvements <br />becomes necessary. With the continued traffic growth on TH 10, it is proposed that TH <br />[0 will be improved to a fdur-lane fi'eeway facility ttu-ough the City of Ramsey by 2017. <br />It is also proposed that Armstrong Boulevard will be re-aligned to the west oflts current <br />location through the Puke Site. This will allow for tm interchange to be constructed at <br />the intersection of TH 10,. either with a signalized intersect[on on Armsla'ong wkh romp <br />access to and fi'om TH I0 or a system-to-system interchange. <br /> <br />By 2030, a river crossing to the south over the Missi-~sippi River is proposed that will <br />connect with the interchange at TH 10 and Armstrong Boulevard. Assuming that't[lese <br />improvements will be made to the roadway network,, the traffic fi'om the developments <br />will access the roadway net~,ork differently and traffic patterns wilt change. Theresul~s <br />oi" the 2017 and 2030 Full Build analyses are located in Table 8'. These resultsl take into <br />account the realignment of Armstrong Boulevard and the two new study intersections. <br />created by the realigmnent. It is assumed that the existing i'ntersectioff of Armstrong <br />Boulevard (Old Armstrong) and Indush~,' Avenue will 'be redesigned before 2007 to <br />handle the 2007 traffic without the realignment of Armstrcmg. This design wil! provide <br />sufficient geometry at fl~e intersection for the traffic in 2017 and 2030.. Also a single- <br />point intersection is anticipated at TH 10 and Armstrong Boulevm'd for analysis purposes. <br />The intersection lanes and iraffic control that is required for LOS D or better operations. <br />each year is noted in Figm'e 10. <br /> <br />l'al~)ie 8:2017 am.I 2030 Full Build Mi.tigated Operational A~!a,!ysis <br />Intersection & Traffic Control IScenario I PeakHour [ Intersection M'aximum Delay- <br /> ' ]I D'elay~"LOS LOS-v/c** <br />Armstrong Blvd & TH 10/1'69 i 2017 AM I 'I&'6-B ' 35.4-D-0.86 <br /> PM .{ t4.7-B 41,0-D-0.87 <br /> <br />J(~iu~tt-ong Bird & industry Ave ~W ~017 AM ' 2i:0_C 45,0-D-0.94 <br /> PM. 32.%C . 54.8~D-0.98 <br /> Signalized 203011 I AM · 21.8-C 47.'0-D~0.92 <br /> I PM 2Z6-C 47. i-D-0.9g <br />Old Armstrong & Industry Ave NW 2017' I.AM 19.0-B 36~0-D~0.84 <br /> ! PM 29,3-C 46.5-D-0.99 <br /> ,$'tg,?ah~ed ~030 i AM 22.'I-C 4,~.4-D-0.94 <br /> i Plvi 31.6-C 48.2,D-0,99 <br />Am~strong Bird & AlPine Drive NW 2017 AM 8,,-i-A 133,B/0.60 <br /> PM 8.4-A' 18.5-B-0.6 <br />Sigaa/ized ~030 AM 12, I-B 2'1 <br /> PM 13.0-B 25.1-C-0.54 <br /> <br />Pulse Homes Development EA ?V <br />7)'q/fie Impact SliMy <br />CiO; q/'Ram,~ey. /lnoka Coun'O,, ~finnesota <br /> <br /> page 20 qf 24 <br /> Prepared by: <br />Bolton & Menk, <br /> <br /> <br />