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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 (COR) 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 Junciion.s <br />io1p4r W erlel1eei <br />1§.4411 DIV.} : <br />Highway 10 AGe6#.S Planning Si1My <br />PiesuIIo <br />arm 1#icr.+i <br />SheN , <br />CLV 'VC <br />¢Art02 Lam Ya4MW Sim <br />2o-1.1 Imo M. 4 Mem <br />CLY VC CLV YC <br />P+01ro ri.nAlr: <br />T42. l+?S5t10- <br />a 1200 <br />Arceplable CenFa4L radians <br />1200- 1.... 1'449• T ""' <br />2 1600 <br />Lmolan <br />Tir ro a Ramsey $Hvo 20t3+1AJ <br />. <br />PfCwevebet 21.2019 <br />10 <br />10 3 <br />7 <br />t <br />TYPE OF INTERSECTION <br />PiesuIIo <br />arm 1#icr.+i <br />SheN , <br />CLV 'VC <br />tai lnierseclian3 <br />2.01101Nm1 <br />CIL,/ VC <br />2o-1.1 Imo M. 4 Mem <br />CLY VC CLV YC <br />2c.3f,4arSr1 <br />CLV YC <br />00....ii 4ic <br />82110 <br />Rankine <br />1 <br />COmanraenal <br />FULL <br />1230 0_77 <br />0.77 <br />S <br />! <br />11 <br />14 <br />4 <br />10 <br />+r <br />3 <br />r <br />Caor 1tn11sa Ll 9Fwrt J RT LN <br />S�@S <br />7 <br />1319 girl <br />'OM <br />3.1 <br />3.2 <br />3.9 <br />3.# <br />Qllvlranl Rot4W9p <br />2.-W <br />14.6 <br />•/ <br />K -W <br />407 2,2,2 <br />4. i $ <br />iS73 <br />1335 493 <br />1400 040 <br />1215 La <br />1050 <br />1172 7.,1 <br />13135 ns. <br />m;&6 <br />1.46- <br />0.76 <br />459 <br />2331 1_48 <br />lir <br />/ <br />235 2a <br />307 2a <br />150 <br />,,. / <br />iii 6995 <br />V <br />.311. <br />0.74 <br />0.35 <br />4.1 <br />4.2 <br />Ronin DI4plaaiO4aM Tum <br />14_5- <br />• <br />Few <br />81 gm <br />1160 ea <br />Slog gm <br />A111.411V <br />b4 gig <br />6 <br />Di3PleudLeft Tom <br />fULI, <br />5oF 2.19 <br />1169 firif <br />sat gun 1131 7 <br />C.fl <br />7., <br />m Bio <br />1 <br />16 <br />4 <br />17 <br />13 <br />0 <br />6.1 <br />42 <br />R*1.10 ls4 Cruia+ng U-T61n <br />151•S <br />• <br />733 .o <br />940 LO <br />1333 0.93 <br />1211 0.76 <br />3017 1998 <br />2365 1942 <br />570 $a. <br />1231 .t. <br />1451 0,91 <br />1476 0902 <br />71 <br />7.2 <br />Mecham 14hrn <br />240 2.11 <br />331 0.31 <br />- <br />1771 0.74 <br />0.51 <br />621 gli. <br />0.92 <br />OB6 <br />4.11. <br />PBrtle1 MedlinU-Twn <br />237 <br />1135 $ Q17-.7...7./..---,27, <br />a&0 <br />6.2 <br />E -W <br />r <br />319 038 <br />IDS? 47,96 1219 IN <br />11.66 <br />i <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />Ramsey Blvd. CAP-XAM-1 <br />49 <br />