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Existing AM - Total (visitor/worker commute vehicles) <br />INTID Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR <br />1 SR-88 and E Harney Ln 18 179 22 11 299 51 22 78 24 33 137 17 <br />2 Jack Tone Rd and E Harney Ln 34 78 16 17 70 39 15 62 13 26 98 25 <br />3 17720 E Harney Ln Dwy and E Harney Ln 29 0 3 0 0 0 0 31 39 5 47 0 <br />4 Clements Rd and E Harney Ln 32 47 3 2 65 18 19 5 14 4 0 2 <br />Cumulative AM - Total (visitor/worker commute vehicles+ trucks) <br />INTID Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR <br />1 SR-88 and E Harney Ln 19 302 22 11 502 87 65 82 44 42 180 35 <br />2 Jack Tone Rd and E Harney Ln 58 239 16 21 162 83 21 62 13 26 98 42 <br />3 17720 E Harney Ln Dwy and E Harney Ln 29 0 3 0 0 0 0 37 39 5 66 0 <br />4 Clements Rd and E Harney Ln 39 89 3 2 160 24 21 5 17 4 0 2 <br />Existing and Cumulative AM - Truck Percent <br />It was assumed that the truck percentages for the existing and cumulative conditions would be the same <br />INTID Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR <br />1 SR-88 and E Harney Ln 0%11%23%36%8%6%5%5%0%9%4%12% <br />2 Jack Tone Rd and E Harney Ln 0%8%13%18%7%0%13%15%15%4%10%12% <br />3 17720 E Harney Ln Dwy and E Harney Ln 21%0%0%0%0%0%0%10%23%0%13%0% <br />4 Clements Rd and E Harney Ln 9%4%0%0%6%22%11%20%0%0%0%0% <br />Existing AM - Truck <br />INTID Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR <br />1 SR-88 and E Harney Ln 0 20 5 4 24 3 1 4 0 3 5 2 <br />2 Jack Tone Rd and E Harney Ln 0 6 2 3 5 0 2 9 2 1 10 3 <br />3 17720 E Harney Ln Dwy and E Harney Ln 6 0 0 0 0 0 0 3 9 0 6 0 <br />4 Clements Rd and E Harney Ln 3 2 0 0 4 4 2 1 0 0 0 0 <br />Cumulative AM - Truck <br />INTID Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR <br />1 SR-88 and E Harney Ln 0 33 5 4 40 5 3 4 0 4 7 4 <br />2 Jack Tone Rd and E Harney Ln 0 19 2 4 11 0 3 9 2 1 10 5 <br />3 17720 E Harney Ln Dwy and E Harney Ln 6 0 0 0 0 0 0 4 9 0 9 0 <br />4 Clements Rd and E Harney Ln 4 4 0 0 10 5 2 1 0 0 0 0