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interchange, three of the ramps have 16 foot lanes with a 2 foot inside shoulder <br />and a 2.5 foot outside shoulder. The southeast exit ramp was recently widened <br />to two 12 foot lanes and 2 foot shoulders to provide additional storage for <br />vehicles waiting to access CSAH 14. <br />The north ramps connect with I -35E approximately 1,500 feet north of CSAH 14. <br />The southeast ramp exits I -35E approximately 1,500 south of CSAH 14. The <br />southwest ramp enters I -35E approximately 3,700 feet south of CSAH 14. See <br />Figure 2. <br />Project Need <br />Need for the project is identified in the Anoka County Highway Department Five <br />Year Highway Improvement Plans: 2005 -2009 and 2007 -2011, and the City of <br />Lino Lakes I -35E Corridor Alternative Urban Areawide Review (AUAR) for the <br />northeast corner of the city, which is approximately 4,500 acres in size. <br />Specific needs identified for this area include: <br />• Provide capacity to address the growing transportation needs associated with <br />the current and long -term development in the Cities of Lino Lakes and <br />eastern Anoka County area. <br />• Improve safety in the vicinity of the interchange. Currently, traffic queues <br />back onto I -35E during the afternoon peak rush hour presenting significant <br />safety issues due to the high speed of traffic along I -35E. <br />• Provide system continuity along CSAH 14. Improvements to CSAH 14 to <br />both the west and east will be connected by the interchange project. <br />Currently, the CSAH 14 & I -35E interchange is experiencing poor levels of <br />service in the morning and afternoon peak periods. With continued development <br />in the area, congestion is expected to worsen. <br />With a single lane in each direction, the existing interchange creates a bottleneck <br />for traffic along the multi -lane CSAH 14 both east and west of I -35E. <br />The existing ramp intersections along CSAH 14 are controlled with stop signs <br />and create significant delays both along CSAH 14 as well as the exit ramps <br />resulting in traffic queuing onto I -35E in the afternoon peak hour. In addition, <br />traffic control at the ramp intersections is necessary to accommodate Eagle <br />Brook Church services on Sunday mornings as well as other special events at <br />the Eagle Brook campus. <br />CSAH 14 & I -35E Interchange Project <br />Feasibility Study <br />July 2009 <br />Page 4 <br />