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BOLTON <br />& MENK <br />Real People, Real Solutions. <br />Task 2: Traffic Analysis <br />A study of current and future issues will be completed for roadway safety and capacity, supporting <br />roadway network, access management, and community connectivity. <br />2.1 Data Collection <br />We will collect existing information related to access, roadway geometrics, traffic control, signal timings, <br />crash history (5 year), traffic speeds, daily traffic volumes, vehicle classification, travel times, queuing <br />and 13-hour turning movement counts. <br />13-hour turning movement counts will be collected at the following intersections: <br />• Armstrong Blvd (CSAH 83) at TH 10 EB Ramps <br />• Sunfish Lake Blvd (CSAH 57) at Bunker Lake Blvd (CSAH 116) <br />• Sunfish Lake Blvd (CSAH 57) at McKinley St <br />• Sunfish Lake Blvd (CSAH 57) at Riverdale Dr <br />• TH 10 at Alpine Dr <br />• TH 10 at Jarvis St <br />13-hour turning movement counts collected as part of the annual counting for the COR project will be <br />utilized for this analysis as well from the following locations: <br />• Armstrong Blvd (CSAH 83) at TH 10 WB Ramps <br />• Armstrong Blvd (CSAH 83) at 147t" Street <br />• Armstrong Blvd (CSAH 83) at Bunker Lake Blvd (CSAH 116) <br />• Ramsey Blvd (CSAH 56) at Sunwood Dr <br />• Ramsey Blvd (CSAH 56) at Bunker Lake Blvd (CSAH 116) <br />Counts collected as part of the previous traffic impact study work for the development west of <br />Armstrong Blvd will be utilized for this analysis as well at the following location: <br />• Armstrong Blvd (CSAH 83) at Alpine Dr (13-hour) <br />• Various tube counts as needed for data verification <br />Driveway counts and counts at minor intersections along TH 10 in this study area will be reused from the <br />2013 Access Planning Study. These will be adjusted as necessary given changes in land use, but are <br />expected to play a minor role in the traffic operations analysis along the corridor. <br />Travel times throughout the study corridor will be collected during the AM and PM peak periods for <br />model calibration. During the travel time runs, we will visually collect queuing information at various <br />times during the peak periods to ensure the traffic model is accurately representing existing conditions. <br />2.2 Traffic Forecasting <br />Our team will utilize data and regional modeling projections to assess current and projected traffic <br />operations along the study corridor in addition to previous trip generation and land use planning work <br />completed in and around the COR area not included in the new TAZs. With the 2040 Activity Based <br />Regional Model now available through Met Council, we will create a subarea within this model with <br />more detailed TAZs to develop forecasts. Additional developments not accounted for in the regional <br />model will be included in the more detailed subarea. Forecasts on TH 10 will be compared to those <br />generated for the TH 10 work in Anoka to validate assumptions and ensure this project is planning for <br />