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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 IMPROPERNOT TO SCALE <br />ROAD <br />MT. WILLING <br />CONNECTOR <br />US-70/I-40 <br />ROAD <br />BEN JOHNSTON <br />AVENUE <br />FORREST <br />US-70 <br />LEGEND <br />XX <br />(XX) <br /><XX> <br />[13] (0) 13 <br />[3] (0) 3 <br />[53] (0) 53 <br />[648] (14) 634 <br />[1] (0) 1 <br />96 (0) [96] <br />1 (0) [1]TRAFFIC CAPACITY ANALYSISEFLAND, NCWEST ORANGE SITE[57] (0) 57[196] (13) 183734 (14) [748]48 (0) [48]ON RAMP <br />ON RAM P <br />OFF RAMPOFF RAM <br />PON RAM P <br />O <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. <br />5 (0) [5] <br />104 (0) [104] <br />44 (0) [44][7] (0) 7[134] (13) 121[60] (0) 60[98] (0) 98[16] (0) 16[2] (0) 2 <br />[1] (0) 1 <br />[715] (348) 367 79 (296) [375]82 (6) [88]7 (0) [7] <br />1 (178) <191> [370] <br />28 (156) [184] <br />SITE <br />DRWY. <br />SITE <br />SI <br />TE DRWY.EAST RI/RO319 (36) <191> [546] <br />0 (284) [284]212 (0) [212]0 (36) [36]0 (120) [120]BACKGROUND TRAFFIC <br />SITE TRAFFIC <br />{XX} <br />I-40 WB OFF-RAMP DIVERSION <br />[160] (0) 160 <br />[277] (0) 277 <br />[11] (0) 11 150 (0) [150]454 (14) [468]18 (0) [18][136] (0) 136[87] (0) 87631 (14) [645]145 (0) [145][14] (0) 14[158] (7) 151[732] (213) 519[145] (142) 3SITE DRWY.WEST RI/ROOFF RAMP* <br />[189] (189) 046 (0) [46] <br />0 (107) [107] <br />162 (13) [175]4PEAK HOUR TRAFFIC VOLUMESBUILD-OUT AM PROJECTED (PHASE 1) ADDENDUM #2 <br />*PROPOSED BUILD-OUT IMPROVEMENTS <br />NOTE: I-40 WB OFF-RAMP REMOVED WITH <br />ADDENDUM 1 AND ADDENDUM 2 <br />NOTE: INTERSECTION MODIFIED BETWEEN 0 (6) {1} [7]154 (302) [456]317 (0) [317]99 (0) {-99} [0] <br />5 (7) {99} [111]1 (0) {-1} [0]370 (309) {100} [779][309] (309) 0 <br />[13] (13) 0 371 (0) [371]0 (14) [14][332] (0) 332[377] (377) 0[99] {99} (0) 0[XX]TOTAL BUILD-OUT TRAFFIC <br />BEN JOHNSTON RI/RO DIVERSION <br />[215] {1} (6) 208[697] (370) 327958