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Table 3 Existing Peak Hour Analysis Results 2013 Existing AM 2013 Existing PM Intersection LOS Delay(sec) LOS Delay(sec) Old Hwy 8 and CR 96 D 28 F 78 CR 96 and SB I-35W Ramp E 39 F 105 CR 96 and NB I-35W Ramp F 93 F 156 Round Lake Rd W and CR 96 B 10 D 50 TH 10 West Ramp and CR 96 B 11 C 23 CR 96 at US 10 NB Ramp A No Control A No Control CR 96 and TCAAP Property/North Heights Church Access B 10 A 6 CR H and US 10 C 24 C 21 CR H and SB I-35W A 3 A 3 CR H and NB I-35W A 2 A 3 CR I and SB I-35W B 13 C 15 CR I and NB I-35W B 12 B 18 CR I and Old Hwy 8 A 4 A 2 CR I and N Fairview Ave A 5 A 3 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. CR96 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 Hwy 8 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. TCAAP Traffic Analysis Technical Memorandum 10March 2014