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31 LOCAL STATE-AID ROUTE STANDARDS,FINANCING 8820.9920 <br /> New or reconstruction projects for rural and suburban undivided roadways must meet <br /> or exceed the minimum dimensions indicated in the following design chart. <br /> Pro- Lane Shoulder In- Clear Design Sur- Structural Bridges <br /> jected Width Width slope Zone (c) Speed facing Design to <br /> ADT (b) (d) Strength Remain <br /> (a) (e) <br /> Width <br /> Curb to <br /> Curb <br /> rise: <br /> feet feet run feet mph tons feet <br /> 0-49 11 1 1:3 7 30-60 Agg. 22 <br /> 50-149 11 3 1:4 9 40-60 Agg. 22 <br /> 7-ton/ <br /> Agg./ 10-ton <br /> 150-299 12 4 1:4 15 40-60 Paved Staged(g) 28 <br /> 10-ton <br /> 300-749 12 4 1:4 15 40-60 Paved Staged(g) 28 <br /> 750- 10-ton <br /> 1499 12 4 1:4 25 40-60 Paved Staged(g) 28 <br /> 1500 and <br /> over 12 6(f) 1:4 30 40-60 Paved 10 30 <br /> Engineering judgment should be used to choose a lane-width, on-road bicycle facil- <br /> ity, or shoulder-width dimension other than the widths indicated in the chart for road- <br /> ways. Factors to consider include safety, speed, population/land use, benefit/cost analy- <br /> sis,traffic mix,peak hourly traffic,farm equipment,environmental impacts,terrain limita- <br /> tions,bicycle traffic, pedestrian traffic, on-street parking, intersection and driveway spac- <br /> ing, rights-of-way constraints, vehicle turn lane configuration, sight distance, sight lines, <br /> bus routes,other nonmotorized uses,functional classification,or other factors. Dimensions <br /> less than those indicated in the chart require a variance in accordance with parts 8820.3300 <br /> and 8820.3400. <br /> For rural divided roadways,use the geometric design standards of the Mn/DOT Road <br /> Design Manual,with a minimum ten tons structural design and minimum 40 mph design <br /> speed. <br /> (a)Use the existing traffic for highways not on the state-aid system. <br /> (b)Applies to slope within the clear zone only. <br /> (c) Culverts with less than 30-inch vertical height allowed without protection in the <br /> clear zone. <br /> Guardrail is required to be installed at all bridges where the design speed exceeds 40 <br /> mph,and either the existing ADT exceeds 400 or the bridge clear width is less than the sum <br /> of the lane and shoulder widths. <br /> Mailbox supports must be in accordance with chapter 8818. <br /> For roadways in suburban areas as defined in part 8820.0200, the clear zone may be <br /> reduced to a width of ten feet for projected ADT under 1,000 and to 20 feet for projected <br /> ADT of 1,000 or over. Wherever the legal posted speed limit is 40 mph or less, the clear <br /> zone may be reduced to a width of ten feet. <br /> (d) Subject to terrain. In suburban areas,the minimum design speed may be equal to <br /> the current legal posted speed where the legal posted speed is 30 mph or greater. <br />