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2008 Mounds View Comprehensive Plan <br />________________________________________________________________________ <br /> <br />Chapter 6: Transportation 6-28 <br />been two fatal pedestrian accidents at the County Highway 10 – Edgewood <br />rive intersection. The City and the County have made safety improvements to this intersection <br />rs to the <br />drivers can clearly see the crosswalk. <br /> <br />Intersection crash rates can be calculated for each intersection by examining the historical crash data. <br />The r ared to the Metro and Statewide averages that have been compiled by <br />n hese rates are shown in Table 24 below. <br />Since 1998, there have <br />D <br />including lengthening the time allowed for pedestrians to cross and adding countdown time <br />crosswalk signals. Efforts also are made to keep the crosswalk markings in good condition so that <br />se ates are then comp <br />M <br /> <br />DOT. A summary of t <br /> <br />Table 24: Metro and Statewide Average Crash Statistics (2004-2006) <br />Category District Crash <br />Rate <br />Severity <br />Rate <br />Crash <br />Density <br />Metro 0.6 0.9 3.8 Low Volume1, High Speed2 <br />Statewide 4 0.7 1.1 .5 <br />Metro 140.8 1.1 .5 High Volume3, High Speed2 <br />Statewi 14de 0.8 1.2 .2 <br />Metro 3.70.5 0.8 Low Volume1, Low Speed4 <br />Statewid 3.6e 0.6 0.8 <br />Metro 100.7 1.0 .0 Signalized 0.7 1.0 High Volume3, Low Speed4 <br />Statewide 9 .6 <br />Metro 0.2 1.8 0.3 Urban or Suburban <br />Thru/Stop Statewide 0.3 0.4 1.3 <br />Metro 0.2 0.4 1.5 Rural Thru/Stop Statewide 0.3 0.5 1.0 <br />Metro 0.6 0.8 3.2 Unsignalized All Way Stop Statewide 0.6 0.8 2.4 <br />1 Low volume considered less than 15,000 ADT <br />2 High speed considered greater than or equal to 45 mph <br />3 High volume considered greater than or equal to 15,000 ADT <br />4 Low speed considered less than 45 mph <br />