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6 <br /> <br /> <br />when <br /> <br />, Robin <br />quency <br />0.270.280.240.240.450.000.66 <br />0.520.230.19 <br />Index <br />Critical <br />rate <br /> <br />Avenue <br /> <br /> <br />st <br />crash <br /> <br />430390370 <br />crashes), with only <br />Rate <br />- <br />0.0.0. <br />0.4400.8500.4000.3800.3900.3600.850 <br />/ 21 <br />Critical <br /> <br />expected <br />Street <br />- <br />do not indicate a statistically <br />rd <br />Total Crash Rate <br />73 <br />State 0.1000.1000.1000.1000.1000.1000.100 <br />0.5080.1000.508 <br />than <br />- <br />Average <br />with <br /> <br />higher <br />a <br /> <br />0.1150.1220.4410.0940.0860.0920.1770.0000.2450.160 <br />Actual <br />standard deviation and <br />a <br />1 1 1 1 1 0 0 1 2 <br />crashes. Thus, although the crash frequency of each <br />11 <br /> <br />re has been <br />Only <br />, the intersections <br />(POD) <br />Damage <br />Property <br />the <br />, <br /> <br />Avenue) <br />0 0 1 0 0 0 1 0 1 2 <br />(C) <br />th <br />Injury <br /> <br />Possible <br />(20 <br /> <br />the corridor crashes were intersection related (i.e., 24 <br />0 0 0 0 <br />0 2 0 1 1 1 <br /> <br />(B) <br />excluding intersection <br />Injury <br />Minor <br />CSAH 54 <br /> <br />Crash Severity <br />when <br />ng <br />Most of <br />lo <br /> <br />A <br />0 0 0 0 <br />0 0 0 0 0 0 <br />(A) <br />Injury <br />Serious <br />have higher observed crash rates than the statewide average. However, the crash rates are <br /> <br /> <br />crash rate <br />corridor. <br /> <br /> <br />) all <br />0 0 0 0 0 0 0 0 0 0 <br />ntersections. <br />Fatal (K) <br />average <br />when looking at the crash frequency from the corridor level, there appears to be a crash fre <br />- <br /> <br />study i <br />than <br />- <br />Birch Street <br />1 1 1 11 20 3 5 <br />all <br />14 <br />ranges, <br />Total <br /> <br />Crashes <br />lower <br />for the entire study <br /> <br />nue <br />CSAH 34 ( <br />intersection related. When considering the overall corridor <br />ve <br />- <br />Crash Rates <br /> A <br />st <br />within normal <br />21 <br />/ is <br /> <br /> <br />) <br />) ) <br />also calculated <br /> <br />Avenue <br />was <br />Avenue) <br />Intersection <br />st <br /> <br />th <br /> <br />21 <br />Main StreetBirch StreetMain Street <br /> / <br />(( <br /> <br /> ( <br />Street <br />rd <br />CSAH 54 (20 73Robin Lane NCommerce DriveFairview StreetRed Oak LaneCSAH 14 <br />Intersection CSAH 14Center StreetCedar StreetCSAH 34 <br />The table below displays crash rates for Lane North, Cedar Street, and below the critical rates, which indicates that the frequency of crashes in these locations are within significant <br /> crash issue.Figure 4. The crash rate three (3) crashes being nonincluding intersection crashes, but a individual intersectionconcern. <br /> <br />