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<br />i <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br /> <br />Table VI <br />CAPACITY ANALYSIS SUMMARY <br />CASE INTERSECTION <br /> CR521/GOSNEY DRIVEWAY <br /> NB SB EB <br />------------------------------------------- <br />EXISTING CONDITION LT ------------- <br />A ------------------- <br />NA ------------ <br />B <br /> TH A A NA <br /> RT NA A A <br />10 YR W/PROJECT <br />EXPANSION LT B NA E <br /> TH A A NA <br /> RT NA A B <br />20 YR WlPROJECT <br />EXPANSION LT C NA F <br /> TH A A NA <br /> RT NA A C <br />Where: <br />LT =left turn SB =southbound <br />TH .through EB =eastbound <br />RT =right turn NA =not applicable <br />NB .northbound <br />The level-of-service for CR 521 remains well within normal operating <br />conditions with the expansion of the gravel pit operation with the exception of <br />the egress left turn movement. It may be necessary For Gosney & Sons, Inc. to <br />furnish a flagger during the peak traffic hours to assist their large trucks onto <br />CR 521 northbound after 10 years of operation if growth on CR 521 continues <br />as predicted. The traffic growth on CR 521 is projected to be 3% per annum <br />but this value is highly dependent upon the activity in the oil and gas industry <br />16 <br />