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<br />Victoria Street Roadway & Trail Conceptual Design Study | Study Report - DRAFT | PAGE 54 <br /> <br />Table 8: Intersection Screening Results <br /> <br />Crossing <br />Distance <br />(Number <br />of <br />Lanes) <br />Safety <br />(Crash <br />Rate <br />Above <br />Average) <br />Intersecting <br />Ped <br />Facilities <br />Intersecting <br />Bike <br />Facilities <br />Existing <br />Pedestrian <br />Safety <br />Counter- <br />measures <br />Transit <br />Access <br />Access to <br />Destinations <br />Total <br />Criteria <br />Met <br />Cannon Ave X X 2 <br />Arbogast St X X X X X 5 <br />Emmert St 0 <br />Edgewater Ave X X 2 <br />W County Rd D X X X X X 5 <br />Brenner Ave X 1 <br />Millwood Ave* X 1 <br />W Owasso Blvd* X X X 3 <br />County Rd C2 W X 1 <br />Orchard Ln X 1 <br />Woodhill Dr X X X 3 <br />County Rd C W X X X X X X 6 <br /> <br />Based on this screening, it is recommended that Victoria Street intersections with above average crash <br />rate and/or that meet three or more criteria met in Table 8 should be considered for improvements. These <br />include Woodhill Drive; County Road C2; W Owasso Boulevard; County Road D; and Arbogast Street. It <br />should be noted that the County Road C intersection has been studied separately as part of Ramsey <br />County’s 4-to-3 Lane Conversion Study. Any improvements to the Victoria Street and County Road C <br />intersection would occur as part of a separate project. <br /> Victoria St at West Owasso Blvd