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77 <br />M <br />Poplar Jones <br />Lake Lake <br />ANewghton <br />ki <br />4) <br />/4 <br />Falcon <br />Heights <br />Lake <br />Lake <br />1� <br />B W <br />R L <br />C � <br />ROS LLEo2� <br />Unnamed 01- <br />EuaoTen <br />'ontlJ Lake <br />Roseville Comprehensive Plan <br />Forecasted 2040 Level of Service <br />Based on Volume to Capacity (v/c) <br />Roseville, MN <br />0 <br />O <br />O <br />H W <br />y CL <br />11 R <br />U M <br />Future Level of Service <br />Higher density traffic <br />D <br />restricts maneuverability <br />(.76 to .90 v/c) <br />Low speeds, <br />E <br />considerable delays <br />(.91 to .99 v/c) <br />Two lane undivided <br />10,000 <br />Very low speeds and long <br />F <br />delays with stop -and -go <br />(L_ 1.0 v/c) <br />traffic <br />l , <br />Roseville Boundary <br />Plannine Level Urban Roadway Capacities <br />K <br />I* Higher Threshold is used in this anal ysis for ca l culati ng LOS <br />N <br />0 2,250 <br />Feet <br />WSB <br />Daily Two-way Volume <br />Lower <br />Higher <br />Faci I ity Type <br />Threshold <br />Threshold" <br />Two lane undivided <br />10,000 <br />12,000 <br />Two lane divided or Three <br />lane undivided <br />15,000 <br />17,000 <br />Arterials <br />Four lane undivided <br />18,000 <br />22,000 <br />Four lane divided orfive lane <br />undivided <br />28,000 <br />32,000 <br />Four lane freeway <br />60,000 <br />80,000 <br />Freeways <br />Si. lane freeway <br />90,000 120,000 <br />Calculated on a segment <br />Eight lane freeway or higher <br />by segment basis <br />K <br />I* Higher Threshold is used in this anal ysis for ca l culati ng LOS <br />N <br />0 2,250 <br />Feet <br />WSB <br />