Table 3-7 Existing (2002) PM Peak Hour Levels of Service: South of Jackson Street 2002 PM Peak Hour Intersection LOS Avg. Delay (seconds) Volume/ Capacity 8th Street & Hamilton Street B 13.1 0.21 8th Street & Orange Street A 7.6 0.16 12th Street & Riverside Avenue A 7.8 0.40 Barnett Road & Winco Access C 21.2 0.56 Barnett Road & Riv erside Av enue E 78.3 0.93 Barnett Road & Highland Drive D 42.5 0.94 Barnett Road & Ellendale Drive B 18.3 0.59 Barnett Road & Black Oak Drive C 22.0 0.85 Barnett Road & Murphy Road B 10.7 0.51 Barnett Road & North Phoenix Road C 22.5 0.62 Center Drive & Fred Meyers Access C 24.1 0.46 Hillcrest Road & Black Oak Drive C 20.9 0.82 Hillcrest Road & Foothill Road C 23.4 0.60 Jackson Street & Academy Place A 9.6 0.53 Jackson Street & Crater Lake Av enue E 67.8 0.92 Jackson Street & Hawthorne St./Medford Center B 10.2 0.61 Main Street & Columbus Avenue D 47.2 0.87 Main Street & Rose Avenue A 6.9 0.32 Main Street & Orange Street A 3.8 0.25 Main Street & Crater Lake Avenue D 39.1 0.69 Main Street & Hawthorne Street B 11.6 0.41 Main Street & Lindley Street A 6.8 0.52 North Phoenix Road & Cherry Lane A 5.7 0.25 North Phoenix Road & Larson Creek Access A 9.9 0.47 Siskiyou Boulevard & Bla ck Oak Drive C 22.1 0.66 Stewart Avenue & Lozier Lane C 22.7 0.73 Stewart Avenue & Columbus Avenue C 20.7 0.52 Stewart Avenue & Peach Street B 10.5 0.42 Stewart Avenue & Kings Highway C 20.8 0.57 Stewart Avenue & Oakdale Avenue B 14.1 0.64 Stewart Avenue & Holly Street D 49.1 0.70 Stewart Avenue & Center Drive C 25.3 0.59 Note: LOS means level of service and average del ay is expressed as seconds per vehicle. Source: LOS Study , JRH and Associates, 2002. The remaining 31 signalized intersections in the Medf ord UGB are located north of Jackson Street and are listed in Table 3-8, including the m ajor north/south arte rials of Biddle Road and Crater Lake Avenue, and the m ajor east/west arterial, McAndrews Road. One signalized intersection in this area is currently operating at LOS E, Biddle Road at the north Witham s truck stop driveway /Hilton Road. This intersection operates at a v/c ratio of 0.97 with the poor operation resulting from the split-phase signal for the northbound and southbound approaches. Four other in tersections operate at LOS D indicating that future traffic growth m ay lead to congestions probl ems. These include Biddle Road at McAndrews Road, Crater Lake Avenue at Delta Waters Road, McAndrew s Road at Poplar Drive, and McAndrews Road at Crater Lake Avenue. Medford Transportatio n System Plan 3-16 Existing Conditions

Transportation System Plan 2018-2038