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Table 3 Existing Peak Hour Analysis Results 2013 Existing AM2013 Existing PM Intersection LOSDelay(sec)LOSDelay(sec) Old CR H and CR 96 D2878 F CR 96 and SB I-35W Ramp E39105 F CR 96 and NB I-35W Ramp 93156 FF Round Lake Rd W and CR 96 B10D50 Lakeshore Pl and CR 96 B11C23 CR 96 at US 10 NB Ramp ANo ControlANo Control CR 96 and Property Access B10A6 CR H and US 10 C24C21 CR H and SB I-35W A3A3 CR H and NB I-35W A2A3 CR I and SB I-35W B13C15 CR I and NB I-35W B12B18 CR I and Old Hwy 8 A4A2 CR I and N Fairview Ave A5A3 An operations analysis was conducted for the 14 intersections in the analysis area to determine current operational issues within the AUAR study area. Current volumes were obtained from the Draft TCAAP Redevelopment, performed by SEH dated August 29, 2007. All geometries were based on intersection geometries. During the 2013 AM peak most of the intersections are operating at LOS C or better, with the exception of the intersections of: CR 96 and I-35W NB Ramps Northbound left turn delay exceeds 180 seconds/vehicle and northbound right turn o delay in excess of 100 seconds/vehicle. These are due to the lack of acceptable gaps in the traffic flow in the East/West direction. CR 96 and I-35 SB Ramps The westbound left turn is operating at an unacceptable LOS do to the lack of o acceptable gaps and the southbound left turn delay is 99 seconds/vehicle due to high volumes and lack of acceptable gaps on CR 96 CR 96 and Old CR H The westbound left turn delay is 65 seconds/vehicle. o During the 2013 PM peak, three intersections operate at LOS E or higher. CR-96 and I-35W NB Ramps Multiple movements fail including the northbound left and right turn due to the lack of o acceptable gaps on CR 96. The eastbound left turn fails due to the lack of acceptable gaps in the CR 96 traffic stream. CR-96 and I-35W SB Ramps TCAAP Traffic Analysis Technical Memorandum10March 2014