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77 <br />M <br />280 <br />/4 <br />(1! <br />R �r <br />-O <br />d ' <br />7 <br />R <br />� I Falcon <br />Heights <br />y` Lake <br />Unnamed <br />R <br />L <br />R <br />C <br />R <br />U <br />w <br />J Rooms <br />Lake <br />ROS�V LLE <br />0 49L <br />Roseville Comprehensive Plan <br />Figure 10: Forecasted 2040 <br />Level of Service <br />Based on Volume to Capacity (v/c) <br />Roseville, MN <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 />Roseville Boundary <br />Plannine Level Urban Roadwav Capacities <br />*Higher Threshold is used in this analysis for calculating LOS <br />N _ <br />0 2,250 - / WSB <br />= Feet — <br />Daily Two-way Volume <br />Lower <br />Higher <br />Fad Ii 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 />*Higher Threshold is used in this analysis for calculating LOS <br />N _ <br />0 2,250 - / WSB <br />= Feet — <br />