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<br />27 <br />-ack of acceptable gaps on <br />operate at at the CR <br />astbound left turn fails due to lack of acceptable <br />Multiple movements fail including the northbound <br />LOS F due to lack of acceptable gaps and higher <br />to high volumes <br /> <br />being processed by an unsignalized intersection <br />volumes similar to operations experienced <br />eft turn and westbound left <br /> <br /> <br /> <br />orthbound movements fail due <br />m <br />2013 Existing PM <br />gaps in the CR 96 traffic strea <br />left and right turn due to l <br /> <br />35W NB ramps <br /> <br />Issues <br /> <br />outhbound l <br />Not applicableNot applicableapplicableNot applicableNot applicableNot applicableNot applicableNot applicableNot applicableNot applicableNot applicable <br />Operational <br />- <br />96 and I <br />CR 96 <br />Not <br />E <br />S <br />N <br />LOS <br />FFF <br />AAAABAA <br />DCCC <br />due to <br />outhbound left turn operating at an unacceptable <br />operating at an unacceptable <br />lack of acceptable the lack of acceptable gaps in the traffic flow in the <br /> <br />and northbound right turn <br />operating at an unacceptable LOS <br />Final AUAR <br /> <br />estbound left turn delay is unacceptable <br /> <br />LOS due to lack of acceptable gaps <br /> <br />LOS due to high volumes and <br />2013 Existing AM <br /> <br />estbound left turn <br /> <br />Northbound left turn <br /> <br />Operational Issues <br />East/West direction <br /> <br />gaps on CR 96 <br /> <br />Not applicable <br />Not applicableNot applicableNot applicableNot applicableNot applicableNot applicableNot applicableNot applicableNot applicableNot applicable <br />Existing Peak Hour Analysis Results <br /> <br />movements <br />WS <br />W <br /> <br /> <br />LOS <br /> <br />F <br />EBBABAABBAA <br />DC <br />CR 96 at US 10 NB Ramp North Heights <br />CR I and N Fairview Ave <br />Round Lake Rd W and <br /> <br />and CR 96 <br /> <br />35W <br />35W <br />and CR 96 <br /> <br /> <br /> <br /> <br />CR I and Old Hwy 8 <br />35W <br />35W <br />35W <br />35W <br /> <br /> <br />- <br />- <br />CR H and US 10 <br />CR 96 and NB I <br />CR 96 and SB I <br />- <br />Access- <br />CR H and NB I <br />CR H and SB I <br />- <br />- <br />CR I and NB I <br />I <br />CR I and SB <br /> <br />10 <br />Intersection <br />CR 96 and <br /> <br />2. <br />Hwy 8 <br /> <br /> <br />Old Hwy <br />- <br />Church <br /> <br /> <br />18 <br />July 2014 <br />CR 96 <br />RampRamp <br />Table <br />Old <br />