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CONCEPTS CONSIDERED <br />can block access to the highway for several minutes and delay emergency responders who are located north on <br />Armstrong Blvd.. <br />Another benefit of this interchange is to increase the capacity of the intersection with Highway 10. The Center <br />of Ramsey (CDR) development north of Highway 10 between Armstrong Blvd. and Ramsey Blvd. is expected to <br />produce thousands of additional trips per day as it becomes more built -out. The interchange will be able to <br />efficiently and safely manage that traffic as well as attract more development to the area. <br />The interchange will connect into the existing local/frontage road network south of the highway to provide <br />access to the remaining businesses. The Riverdale Dr. frontage road will also be extended east to Traprock St. <br />in a 2014 construction project. No other projects were identified for this subarea as it is largely being addressed <br />with the interchange project. <br />Subarea 3 — Ramsey Blvd (CSAH 56) <br />The CAP-X initial screening of the Ramsey Blvd. intersection showed the intersection being on the border be- <br />tween needing grade -separation or not with existing traffic levels. <br />Capacity Analysis for Planning of ,Junctions <br />Peep 114.ffibie: <br />J Jrway JO Amass Pf arming SWdy <br />T02. !+?S5f1G <br />Ttrro. Ramsay 9Nd(23l3AM) <br />M4r9et»5 21 27O <br />Arrr.p1ab'r Can1wp radians <br />Aesu Its <br />141 lnlersecliolrs <br />t <br />TYPE OF INTERSECTION <br />Zara. 1 Mo- i <br />She,1 • <br />2ttr20caI4 <br />rcm 3,R am Zwa 1Nisi <br />3w.S4carimI <br />ow., y., <br />O <br />ng <br />CLV VC <br />UV V'C <br />CIA? VCCLV V C <br />CLV V C <br />Bells, <br />i <br />FLILL,...,7 <br />7 <br />239 oFT <br />0.77 <br />S <br />2 <br />ianwnA4on�19M7ediiTLH <br />�SRt, <br />1510 $''.. <br />0,9'� <br />9 <br />Si <br />�21 gay <br />5173 ¢' <br />1336 0163 <br />0,66 <br />71 <br />32 <br />HE <br />407 LL2 <br />74941 059 <br />1.44 <br />14 <br />171lvlrsm ROadwry <br />33 <br />1E <br />+SBgat <br />r5a 12e <br />1213 g_M <br />0.76 <br />4• <br />6A <br />ll_W <br />21S gd.f <br />16391 <br />1050 gm <br />OAS <br />10 <br />4.1 <br />Pa1YIs14111gtn0LRIM <br />HS <br />307 Q, JQ <br />ea o,1 - <br />117e 221 <br />4374 <br />I <br />a <br />AM <br />E W <br />1160 $2 <br />570 gal <br />1205 QZ5 <br />4.75 <br />6 <br />Elli plswd Let Turn <br />FA1 <br />to7 g g <br />88 Egg <br />1 169 firi <br />630 $ _4 <br />MS ilia <br />0.73 <br />l 1 <br />6e1 <br />His <br />753 gL7 <br />1333 11.43 <br />3617. 1. BB <br />2265 1.42 <br />I.� <br />164 <br />16 <br />1I111e10d Croaallq 1kTurn <br />52 <br />ELL <br />5so O,W <br />1211 0.76 <br />7 La <br />1241 <br />OM <br />4 <br />7..1 <br />ka <br />24,0 p,15 <br />331 63 r <br />- <br />1463 2,21 <br />0.81 <br />12 <br />Wd1rr 11•Turn <br />0.112 <br />72 <br />VA <br />621 glIf <br />1271 0.79 <br />MI60. <br />13 <br />9 <br />e i <br />PeetlNAfMlinlJ-turn <br />I <br />237 jug <br />1115 L <br />/ <br />1274 [MN <br />O 41I <br />62 <br />E-W <br />r, <br />c1a 0_3i9 <br />102 DM <br />12T4 FIN <br />cat <br />i <br />Ramsey Blvd. CAP-XAM-1 <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />49 <br />