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FIGURERELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPERTRAFFIC VOLUMESBACKGROUND PM PEAK HOUREXISTING AND PROJECTED (2022)NOT TO SCALE <br />ROAD <br />MT. WILLING CONNECTORUS-70/I-40ROAD <br />BEN JOHNSTON <br />AVENUE <br />FORREST <br />US-70 <br />LEGEND <br />EXISTING TRAFFIC <br />BACKGROUND GROWTH <br />XX <br />(XX) <br />[XX]TOTAL BACKGROUND TRAFFIC <br />[21] (1) 20 <br />[1] (0) 1 <br />[70] (4) 66 <br />[0] (0) 0 <br />[0] (0) 0 <br />[285] (16) 269 <br />[214] (12) 202 <br />[3] (0) 3 <br />51 (3) [54] <br />4 (0) [4]5.2TRAFFIC CAPACITY ANALYSISEFLAND, NCWEST ORANGE SITE[102] (6) 96[504] (29) 475[91] (5) 86[16] (1) 15216 (13) [229]48 (3) [51]ON RAMP <br />ON RAM P <br />OFF RAMPOFF RAM <br />PON RAM POFF RAMPO <br />FF <br />R <br />A <br />M <br />PON RAMP <br />I-40 WB <br />I-40 EB <br />I-40 EB SERVICE RD. <br />I-40 WB SERVICE RD.191 (12) [203]214 (13) [227]154 (9) [163]299 (18) [317]3 (0) [3]299 (18) [317][40] (2) 38 <br />[137] (8) 129 <br />[12] (1) 11 <br />5 (0) [5] <br />234 (14) [248] <br />93 (6) [99][13] (1) 12[372] (21) 351[124] (7) 11743 (3) [46]161 (10) [171]15 (1) [16]161 (10) [171] <br />0 (0) [0] <br />560 (34) [594][49] (3) 46[66] (4) 62[4] (0) 4[55] (3) 5226 (2) [28]156 (10) [166]29 (2) [31] <br />1 (0) [1] <br />65 (4) [69][347] (20) 327[0] (0) 0151 (9) [160] <br />0 (0) [0][59] (3) 56[351] (20) 331134