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AREAS OF EVALUATION <br />ties and restaurants directly adjacent to Highway 10 in this area attract <br />pedestrian and bicycle traffic from nearby residential neighborhoods. <br />There are 12 direct accesses to Highway 10 including the existing traf- <br />fic signals at Fairoak Ave. and Thurston Ave.. A rail underpass exists <br />at the Thurston Ave. crossing with the BNSF Railway. <br />Summary of Subarea Characteristics <br />Table 1 summarizes each of the subarea characteristics described in <br />the sections above. <br />Table 1 — Subarea Characteristics Summar}' <br />6 AR crash data reported is from the 10 -year period 2003-2012. <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />38 <br />Subarea 1 <br />Subarea 2 <br />Subarea 3 <br />Subarea 4 <br />Subarea 5 <br />Description <br />Ramsey West <br />Armstrong Blvd <br />Ramsey Blvd <br />Sunfish Lake Blvd <br />Anoka <br />Length <br />2.3 miles <br />.84 miles <br />1.6 miles <br />.83 miles <br />1.6 miles <br />Hwy 10 ADT <br />33,500 <br />33,500 <br />38,500 — 44,000 <br />44,000 — 47,500 <br />47,500 — 60,000 <br />Hwy 10 Speed Limit <br />65 mph <br />65 mph <br />60 mph <br />611 mph <br />60 mph <br />Average Speeds on Hwy 10 <br />-AM Eastbound, Westbound <br />-PM Eastbound, Westbound <br />62, 63 mph <br />63, 62 mph <br />43, 50 mph <br />46, 50 mph <br />40, 47 mph <br />47, 48 mph <br />25, 38 mph <br />34, 42 mph <br />32, 48 mph <br />35,19 mph <br />Cross Street Delay <br />13 sec (AM) <br />16 sec (PM) <br />71 sec (AM) <br />65 sec (PM) <br />96 sec (AM) <br />88 sec (PM) <br />94 sec (AM) <br />170 sec (PM) <br />87 sec (AM) <br />144 sec (PM) <br />HCADT on Hwy 10 <br />4% <br />4% <br />4% <br />3% <br />3% <br />HCADT on County Road <br />n/a <br />15% <br />9% <br />14% <br />16% <br /># Crashes <br />(% of corridor total] <br />106 (7%)° <br />208 (13 /°J <br />° <br />209 (13 /°J <br />° <br />313 (19 /°J <br />° <br />785 (48 /°J <br />Fatal Crashes <br />0 <br />0 <br />3 <br />6 <br />4 <br />Type A Incapacitating Crashes <br />4 <br />4 <br />2 <br />9 <br />15 <br />Pedestrian/Bicycle Crash <br />0 <br />0 <br />1 <br />2 <br />8 <br />Train Crash <br />0 <br />4 <br />0 <br />0 <br />0 <br />Majority Crash Types <br />26% run off road <br />61 % rear end <br />54% rear end <br />60% rear end <br />61 % rear end <br />Directional Distribution of <br />Crashes <br />51 % EB <br />49% WB <br />55% EB <br />45% WB <br />51 % EB <br />49% WB <br />41 % EB <br />59% WB <br />46% EB <br />54% WB <br /># Direct Accesses to Hwy 10 <br />31 <br />3 <br />33 <br />27 <br />12 <br /># Traffic Signals <br />0 <br />1 <br />1 <br />1 <br />2 <br />Land Use <br />Agricultural, rural <br />residential <br />Commercial, <br />residential, <br />agricultural <br />Commercial, park, <br />residential <br />Commercial, <br />residential, <br />agricultural <br />Commercial, <br />residential, park, <br />golf course, <br />cemetery <br />% Community Market Value <br />3% <br />1% <br />5% <br />2% <br />12% <br />% Community Tax Capacity <br />5% <br />2% <br />5% <br />3% <br />13% <br />6 AR crash data reported is from the 10 -year period 2003-2012. <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />38 <br />