Table G-5 2023 PM Peak Hour Levels of Service: South of Jackson Street 2023 PM Peak Hour Intersection LOS Avg. Delay (seconds) Volume/ Capacity 8th Street & Hamilton Street A 8.2 0.28 8th Street & Orange Street A 5.1 0.23 12th Street & Riverside Avenue B 12.2 0.60 Barnett Road & Winco Access B 14.6 0.64 Barnett Road & Riverside Avenue D 44.8 0.99 Barnett Road & Highland Drive D 48.0 0.96 Barnett Road & Ellendale Drive C 23.4 0.76 Barnett Road & Black Oak Driv e E 66.2 1.03 Barnett Road & Murphy Road C 23.5 0.71 Barnett Road & North Phoenix Road E 66.5 1.05 Center Drive & Garfield/Highland Ex tension C 20.2 0.63 Highland Driv e & Siskiy ou Boulev ard F 82.6 1.16 Hillcrest Road & Black Oak Drive D 43.5 0.97 Hillcrest Road & Foothill Road/North Phoenix Road F 124.8 1.24 Jackson Street & Academy Place B 16.4 0.53 Jackson Street & Crater Lake Av enue F 149.7 1.24 Jackson Street & Haw thorne St./Medford Center C 22.2 0.57 Main Street & Columbus Av enue F 95.6 1.11 Main Street & Hamilton/ Rose Avenue A 3.6 0.42 Main Street & Orange Street A 6.6 0.34 Main Street & Crater Lake Avenue D 36.3 0.92 Main Street & Haw thorne Street B 12.1 0.50 Main Street & Lindley Street A 6.8 0.56 Main Street & Ross Lane F 85.9 1.34 North Phoenix Road & Cherry Lane B 13.6 0.63 North Phoenix Road & Larson Creek Access A 9.7 0.57 Siskiyou Boulevard & Black Oak Drive C 33.1 0.79 Stew art Avenue & Barnett Road C 24.9 0.85 Stew art Avenue & Lozier Lane C 26.8 0.84 Stew art Avenue & Columbus Avenue C 24.6 0.71 Stew art Avenue & Peach Street A 8.8 0.48 Stew art Avenue & Kings Highw ay B 14.4 0.66 Stew art Avenue & Oakdale Avenue B 13.7 0.71 Stew art Avenue & Holly Street B 11.8 0.56 Stew art Avenue & Center Drive C 20.3 0.56 Note: LOS means level of service and average del ay is expressed as seconds per vehicle. Source: LOS Study , JRH T ransportation Engineering, 2003. The intersection of Barnett and Riverside curre ntly has split phasing for the northbound and southbound approaches due to the shared through and left-tur n lane on the southbound approach. The City of Medford will soon im prove this in tersection to provide two exclus ive left-turn lanes on the southbound approach, thus allowing the inefficient split phasing to be eliminated. With this im provem ent in place, the intersection is expected to operate at LOS D given Year 2023 PM peak hour traffic volum es. The v/c G-13

Transportation System Plan 2018-2038