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"FalbIle 2„ Existing Ciitiiolrnper nallysiis <br />Intersecting Roadway <br />LOS <br />CSAH 64 (1..81..st Ave)'" A/A <br />CSAH 63 (Groan Valley Rd)* A/A <br />CSAH 63 (1..75th Ave)'" A/A <br />1.70th Ave A <br />1.67th Ave" A/A <br />Ramsey Blvd '" A/A <br />Sunfish II....ako Blvd* A/A <br />Al pi no 11::)r"" 113 <br />Sur'Iwood 11..)r"" A/113 <br />Dysprosium Sr" A/A <br />H 47 113 <br />AM Peak PM Peak <br />Delay (sec.) LOS Delay (sec.) <br />A/A i <br />8 A/A c) <br />4 A/A 4 <br />113 11..2. <br />A/ A c) <br />A/ 113 1I..0 <br />A/ 113 1I..0 <br />9 <br />Si+..Ic stop controlled intcisoct.lons show ovorall Intoisc;i.i n 1 OS f }IL}wcw:.l I7y I OS of <br />shown Is that. ot tho worst. performing approach., <br />113 <br />A/ A <br />A/ A <br />ei1 <br />7 <br />ti <br />24 <br />Oa( I)01 y <br />Ana011ysis <br />Crash data along CSAH 5 was provided by MnDOT using the Minnesota Crash Mapping Analysis <br />Tool (MnCMAT2). The crash history from 2015 to 2019 was reviewed, which represents the most <br />recent five-year period available. The purpose of the crash review is to understand any high crash - <br />frequency and/or any crash trends along CSAH 5 that should be addressed as part of the CSAH 5 <br />corridor study. The crash types and severity for the study intersections are shown in Table 3 and Table <br />4, respectively. <br />7 <br />