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AREAS OF EVALUATION <br />AREAS OF EVALUATION <br />The seven mile Highway 10 study area was split into five subareas to more precisely define key issues and <br />potential solutions within smaller geographic settings. Figure 17 illustrates each of the Highway 10 subareas <br />which extend from the BNSF Railway on the north to the Mississippi River on the south. The east/west subarea <br />boundaries were defined based on natural breaks in the transportation network, land use patterns and/or the <br />surrounding landscape. The sections below identify the existing traffic operations, safety, land use and econom- <br />ic considerations within each of the subareas studied. This information was used in the definition of the problem <br />statement and in understanding the subarea context. <br />Subarea 1 — Ramsey West <br />The first subarea is located on the westernmost portion of the Highway 10 Access Planning Study area and <br />extends 2.3 miles on Highway 10 from Jarvis St in Elk River to just west of Armstrong Blvd (CSAH 831. Land use <br />in this segment is primarily agricultural with some residential development adjacent to the river. There are a few <br />commercial and industrial uses near the Ramsey/Elk River border. These businesses are primarily destination <br />businesses'. Existing land uses within Subarea 1 account for 3 percent of the total City of Ramsey market value <br />and 5 percent of the total Ramsey annual tax capacity'. <br />On average, there are 33,500 vehicles per day on this segment of Highway 10. Heavy Commercial ADT is <br />approximately 4 percent on Highway 10. Average speeds during the morning and evening peak hours are <br />approximately 62-63 mph, which is very close to the posted speed limit of 65 mph. There is minimal delay for <br />cross -street access on Highway 10. There are no existing traffic signals. Thirty-one direct accesses connect <br />to Highway 10. Over the past 10 years, 106 crashes have occurred in this segment (7 percent of the total <br />corridor crashes], including four Type "A" incapacitating injury crashes. The majority of crashes in this seg- <br />ment were run off the road type crashes (26 percent). The directional distribution of crashes was 51 percent <br />eastbound and 49 percent westbound. <br />Subarea 2 — Armstrong Blvd <br />The second subarea focuses on the area surrounding the Armstrong Blvd (CSAH 831 intersection from Llama St. <br />to just east of Alpaca St., a distance of .84 miles. Existing land use directly adjacent to Highway 10 is primarily <br />commercial, destination -oriented businesses. The exception to this is the northeast quadrant of the Highway <br />10/Armstrong Blvd intersection which includes several drive -by businesses'. Residential and agricultural uses <br />3 Destination Business — those that customers plan to visit in advance of the trip such as electronics or furniture stores, sit down <br />restaurants, doctors/dentist offices. <br />4 Tax Capacity = taxable market value * property tax class rate percentage. The net tax capacity is the base value used in calculat- <br />ing the majority of a property's tax. <br />5 Drive -by Businesses — those that customers frequent more on impulse or while driving by, such as convenience stores, gas <br />stations or fast food restaurants. <br />HIGHWAY 10 ACCESS PLANNING STUDY 34 <br />