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186 <br /> 2016 No-Build Peak <br /> 1� Hour Volume Balancing <br /> Tom+' ® Intersection Number <br /> Yx + ## = Existingg Peak <br /> AM H. <br /> Volume <br /> DAVIS RD SERVICE RD I-40 EB OFF RAMP 1 40 WB ON RAMP RIPPY LN Existing Volume <br /> Count Balancing <br /> Adjustment <br /> A=COM <br /> r`v IC +�+ IC n±v IC NT+ <br /> 49 00 0+4=4 �207+0=207 35 0'" �588+7=595 <br /> O �240+3=243 0+288=288 r481 665+6=671 r212 <br /> G z <br /> z 7 4 3 2 1 z <br /> n <br /> .a <br /> 26 J 0+4=4 j 299+65=364 70 j 0+4=4 j <br /> 237+53=290 0+432=432 72 293+75=368 v a 462+0=462 o <br /> 196� <br /> + + <br /> I-40 EB ON RAMP I-40 WB OFF RAMP WATERSTONE DR <br /> PM DAVIS RD SERVICE RD I-40 EB OFF RAMP 1-40 WB ON RAMP RIPPY LN <br /> N ++IC IC <br /> tV 1p 126 00 0+4=4 �`^`^ �299+29=328 73 00 �424+91=515 <br /> 243+0=243 0+365=365 C 327 543+71=614 C 96 U <br /> z <br /> 7 4 y 3 2 y 1 z <br /> � a <br /> a 38j 0+4=4j 314+37=351 79J 4+0=4j <br /> 281+27-308 0+366=366 19� 272+38-310� �'. 567+0=567 mac <br /> 130� <br /> N ^ <br /> I40 EB ON RAMP I40 WB OFF RAMP WATERSTONE DR <br />