Transportation System Plan 2018-2038
Medford · Page 364 of 398 · Adopted 2018-12-06
might have otherwise used Highway 62. Instead of using the highway , traffic continues north on Crater
Lake Avenue to either Elliot Road, Coker Butte Ro ad or Vilas Road to connect with Highway 62.
Similar use of Crater Lake Avenue occurs for traffic traveling southbound. The proposed Highway 62
Unit 2 project would likely alleviate traffic congesti on not only on Highway 62, but also on Crater Lake
Avenue.
Table G-6
2023 PM Peak Hour Levels of Service: North of Jackson Street
2023 PM Peak Hour
Intersection LOS Avg. Delay
(seconds) Volume/
Capacity
Biddle Road & Stevens Street C 32.7 0.97
Biddle Road & Market Street A 7.1 0.63
Biddle Road & Bear Creek Shopping Center A 8.9 0.67
Biddle Road & McAndrew s Road E 76.0 1.05
Biddle Road & Progress Drive B 13.1 0.63
Biddle Road & Morrow Street B 10.9 0.67
Biddle Road & Law nsdale Road B 19.2 0.79
Court Street & Central Avenue/Edw ards Street C 21.0 0.68
Court Street & Ohio Street A 6.9 0.55
Crater Lake Avenue & Brookhurst Street A 9.8 0.69
Crater Lake Av enue & Delta Waters Road F 130.1 1.25
Crater Lake Avenue & Roberts Road A 8.3 0.61
Crater Lake Avenue & Spring Street C 23.3 0.83
Crater Lake Avenue & Stevens Street C 28.6 0.92
McAndrew s Road & Columbus Avenue D 53.6 0.90
McAndrew s Road & Sage Road C 25.4 0.60
McAndrew s Road & Court Street C 22.0 0.78
McAndrew s Road & Riverside Avenue C 35.0 1.00
McAndrew s Road & Rogue Valley Mall B 11.3 0.74
McAndrew s Road & Poplar Drive C 29.4 0.87
McAndrew s Road & Royal Avenue D 44.4 1.09
McAndrew s Road & Crater Lake Avenue D 47.6 0.97
McAndrew s Road & Springbrook Road D 37.7 0.98
McAndrew s Road & Brookdale Avenue B 15.7 0.29
Poplar Drive & Morrow Road C 25.7 0.67
Riverside Avenue & Manzanita Street A 7.7 0.74
Riverside Avenue & Ohio Street A 6.7 0.59
Sage Road & Columbus Avenue B 10.9 0.69
Springbrook Road & Roberts Road C 28.3 0.78
Stevens Street & Royal Avenue B 18.3 0.58
Table Rock Road & Berrydale Avenue A 8.1 0.48
Note: LOS means level of service and average del ay is expressed as seconds per vehicle.
Source: LOS Study , JRH T ransportation Engineering, 2003.
Five other intersections operate with v/c ratios of 0. 95 or greater. All of these intersections operate at
LOS D, except the intersections of Biddle Road at Stevens Street and McAndrews Road at Riverside
Avenue, which operate at LOS C.
G-15
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