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V. Findings and Recommendations <br />The County Road 116 Corridor Study was undertaken to evaluate existing and future <br />transportation and access needs along the corridor and to develop a plan that addresses those <br />needs and is supported by affected agencies and stakeholders to better prepare for the growth and <br />development that will continue to occur. The study's findings and recommendations are <br />summarized below. <br />Study Findings <br />1. Anoka County is expected to grow at a significant pace, with approximately 65,000 new <br />residents projected over the next 20 years. This growth will increase traffic demand on the <br />area's transportation facilities, especially east -west traffic flow. <br />2. County Road 116 is currently identified as an A -Minor Arterial. It serves important east - <br />west mobility needs, connects communities and it acts as a reliever to TH 10, TH 242 and <br />CSAH 14. <br />3. Anoka County lacks continuous east -west corridors. Currently TH 242 and County <br />Road 116 (spaced approximately one mile apart) are the only continuous east -west routes <br />in central Anoka County. The next continuous arterial route (CSAH 22 — Viking <br />Boulevard) is approximately 6.75 miles north of County Road 116. In developed areas, <br />arterial roadways are generally spaced one mile apart. <br />4. The importance of County Road 116 to the region and to local communities will continue <br />to increase if a new Dayton/Ramsey River Crossing is constructed and TH 10 is converted <br />to a limited access freeway. <br />5. Traffic volumes on County Road 116 are expected to increase significantly over the next <br />10 years. Traffic volumes are currently between 4,000 and 16,000. Traffic volumes are <br />expected to reach between 15,500 and 24,000 by Year 2025. <br />6. There is no existing transit service in the corridor. If transit service is provided, it is likely <br />to have only a limited impact on operations in the corridor. Typically, suburban transit <br />systems serve two to three percent of peak period trips. However, considerations should <br />be given during the design process for bus stops and pull outs and park -and -ride locations. <br />7 Existing safety problems were identified at four locations in the corridor. Safety problems <br />can be expected to increase as traffic volumes increase or if additional accesses are added. <br />8. Currently there are two traffic signals at the key intersections along the corridor. As traffic <br />volumes increase, it is likely that the remaining key intersections will meet traffic signal <br />warrants. <br />9. A majority of the intersections along the corridor currently function at a poor Level of <br />Service (LOS). In the future, it is anticipated that a majority will function at a LOS F <br />unless the corridor is expanded to four lanes and traffic signals are installed at half -mile <br />intervals. <br />SRF Consulting Group, Inc. - 51 - February 2004 <br />