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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 />AVENUE <br />FORREST <br />US-70 <br />[238] (24) 214 <br />[3] (0) 3 <br />54 (0) [54] <br />4 (0) [4]TRAFFIC CAPACITY ANALYSISEFLAND, NCWEST ORANGE SITEON 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 />248 (0) [248] <br />99 (0) [99]SI <br />TE DRWY.EAST RI/RO749 <br /> (0) <br /> [749 <br />] <br />0 <br /> (48 <br />) <br /> [48 <br />]0 (161) [161]SITE DRWY.WEST RI/ROOFF RAMP* <br />[268] (268) 0203 (0) <15> [218]227 (3) [230]DRWY. <br />SITE 8[40] (0) 40 <br />[137] (0) 137 <br />[12] (0) 12 <br />[13] (0) 13[396] (24) 372[124] (0) 12446 (0) [46]171 (24) [195]16 (0) [16][102] (0) 102[528] (24) 504[49] (0) 49[69] (3) 66[4] (0) 4[65] (10) 5528 (469) <2> [499]166 (9) [175]1027 (48) <18> [1093] <br />0 (252) [252] <br />171 (0) [171] <br />0 (152) [152] <br />594 (9) [603]PEAK HOUR TRAFFIC VOLUMESBUILD-OUT PMPROJECTED (PHASE 2) [515] <18> (406) 91[16] (0) 16229 (3) <15> [247]51 (47) [98][21] (0) 21 <br />[4] <3> (0) 1 <br />[491] <18> (403) 70 <br />[0] (0) 0 <br />[0] (0) 0 <br />[385] <3> (97) 285 <br />0 (51) <18> [69] <br />0 (15) <2> [17][427] <21> (406) 0[692] <-3> (9) 6860 (24) <3> [27]280 (0) <-3> [277]ON RAMP <br />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 <br />ROAD <br />BEN JOHNSTON <br />DRWY. <br />SITE <br />CONNECTOR <br />US-70/I-40 <br />3 (0) {-3} [0]317 (489) <18> {163} [987]31 (0) [31] <br />684 (242) [926] <br />69 (259) <21> [349][398] <3> (48) 347[58] (58) 00 (11) {3} [14]163 (478) <2> [643]317 (0) <18> [335]160 (0) {-160} [0] <br />0 (11) {160} [171][73] {3} (11) 59[681] <23> (307) 351[509] <20> (489) 0 <br />[26] <2> (24) 0 <br />[348] <-3> (0) 351[343] <26> (317) 0[160] {160} (0) 0320 (0) <-3> [317]0 (24) <3> [27]SITESITE <br />LEGEND <br />XX <br />(XX) <br /><XX> <br />BACKGROUND TRAFFIC <br />{XX} <br />SITE TRAFFIC (PHASE 1 AND PHASE 2) <br />PHASE 2 PASS-BY TRAFFIC <br />[XX]TOTAL BUILD-OUT TRAFFIC <br />BEN JOHNSTON RI/RO DIVERSION <br />962