Table 3-8 Existing (2002) PM Peak Hour Levels of Service: North of Jackson Street 2002 PM Peak Hour Intersection LOS Avg. Delay (seconds) Volume/ Capacity Biddle Road & Stevens Street C 30.4 0.74 Biddle Road & Market Street B 18.7 0.47 Biddle Road & Bear Creek Shopping Ctr. A 9.6 0.45 Biddle Road & McAndrews Road D 48.1 0.87 Biddle Road & Progress Drive B 15.2 0.53 Biddle Road & Morrow Street A 11.8 0.53 Biddle Road & N Withams/Hilton Road E 73.2 0.97 Biddle Road & Lawndale Road B 11.4 0.61 Court Street & Central Avenue/ Edwards Street C 25.4 0.58 Court Street & Ohio Street A 9.2 0.40 Crater Lake Avenue & Brookhurst Street A 8.9 0.62 Crater Lake Avenue & Delta Waters Road D 50.7 0.88 Crater Lake Avenue & Roberts Road A 8.7 0.51 Crater Lake Avenue & Spring Street C 25.3 0.71 Crater Lake Avenue & Stev ens Street C 28.8 0.71 McAndrews Road & Columbus Avenue C 34.6 0.57 McAndrews Road & Sage Road C 32.6 0.86 McAndrews Road & Court Street C 34.4 0.67 McAndrews Road & Riverside Avenue C 28.2 0.82 McAndrews Road & Rogue Valley Mall B 18.0 0.66 McAndrews Road & Poplar Drive D 44.4 0.78 McAndrews Road & Royal Avenue C 32.7 0.79 McAndrews Road & Crater Lake Avenue D 52.8 0.85 McAndrews Road & Springbrook Road C 24.9 0.86 McAndrews Road & Brookdale Avenue A 9.5 0.26 Poplar Drive & Morrow Road B 19.6 0.74 Riverside Avenue & Manzanita St. A 9.6 0.59 Riverside Avenue & Ohio Street A 9.5 0.47 Springbrook Road & Roberts Road B 12.6 0.62 Stevens Street & Royal Avenue B 13.5 0.55 Table Rock Road & Berrydale Avenue A 8.6 0.47 Note: LOS means level of service and average del ay is expressed as seconds per vehicle. Source: LOS Study , JRH and Associates, 2002. Existing Unsignaliz ed Intersection Traffic Operations Of the 39 unsignalized intersections evaluated as part of the City ’s Level of Service study and presented in Table 3-9, 11 have at least one stop-controlle d approach or m ovem ent that exceeds LOS D. Intersections with approaches or m ovem ents exceedi ng LOS D are candidates for signalization or all way stop control. Som e intersections have very low m inor street volum es with relatively high major street volum es. Such intersections would likely not m eet si gnal warrant criteria given the low traffic levels on the stop-controlled approach(es). Medford Transportatio n System Plan 3-17 Existing Conditions

Transportation System Plan 2018-2038