Orange County NC Website
PAGE TO BE REMOVED FROM SECTION 2.6 OF CON PLAN <br /> TABLE 3 <br /> RECOMMENDED AND URBAN THOROUGHFARE PLAN <br /> COMPARISON OF CLASSIFICATIONS <br /> Thoroughfare <br /> Recoauended Plan Planning <br /> Road Name (SR No ) Classification Classification Area <br /> Jones Ferry (SR 1942) Collector Major Thoroughfare Chapel Mill <br /> Old Greensboro Rd (SR 1005) Minor Arterial Major Thoroughfare Chapel Hill <br /> NC 54 Principal Arterial Major Thoroughfare Chapel Hill <br /> Dairyland Rd (SR 1177) Collector Major Thoroughfare Chapel Hill <br /> Dodsons Crossroads North Minor Arterial Major Thoroughfare Hillsborough <br /> (SR 1102) <br /> Orange Grove Rd (SR 1006) Collector Major Thoroughfare Hillsborough <br /> Bradshaw Quarry Rd (SR 1115) Collector Major Thoroughfare Hitlsborough <br /> Chestnut Ridge Ch Rd (SR 1125) Major Weal Unclassified <br /> Mt. Willing Rd (SR 1120) Collector Major Thoroughfare Hillsborough <br /> Bushy Cook Rd (SR 1137) Major Weal Unclassified -- <br /> Vast Ten Road (SR 1144) Collector Major Thoroughfare Hillsborough <br /> I-" Principal Arterial Freeway Millsborough <br /> US 70 Principal Arterial Major Thoroughfare Hillsborough <br /> Lebanon Rood (SR 1306) Collector Minor Thoroughfare Hillsborough <br /> High Rock Rd (SR 1340) Collector Unclassified <br /> Haroany Ch Rd (SR 1339) Major Local Minor Thoroughfare Hillsborough <br /> Governor Scott Rd (SR 1351) Major Locat Unclassified -- <br /> Cedar Grove Rd (SR 1004) Collector Major Thoroughfare Hillsborough <br /> NC 86 Principat Arterial Major Thoroughfare Hillsborough <br /> Edmund Latta Rd (SR 1550) Minor Local Unclassified -- <br /> NC 57 Minor Arterial Major Thoroughfare Hillsborough <br /> Schley Road (SR 1548) Collector Major Thoroughfare Durham <br /> Kigor Road (SR 1541) Major Local Unclassified -- <br /> Guess Road (SR 1003) Minor Arterial Major Thoroughfare Durham <br /> New Sharon Ch Rd (SR 1538) Collector Major Thoroughfare Durham <br /> The results of the comparison above is summarized in Table 4. <br /> r - <br /> 2.6-11 <br />