Transportation System Plan 2018-2038
Medford · Page 366 of 398 · Adopted 2018-12-06
Table G-7 Continued
2023 2nd Highest Hour Levels of Service: Dow ntown Medford
2023 2nd Highest Hour
Intersection LOS Avg. Delay
(seconds) Volume/
Capacity
Jackson Street & Riverside Avenue A 9.6 0.75
Jackson Street & 4th Avenue/Biddle Road C 34.8 0.82
Note: LOS means level of service and average del ay is expressed as seconds per vehicle.
Source: LOS Study , JRH T ransportation Engineering, 2003.
2023 Second PM Peak Hour Results – State Highw ays
Table G-8 lists 2023 PM peak hour conditions at stat e highway intersections for the second highest hour
LOS strategy . As expected, there are fewer intersections below the threshold when the second highest
hour is m easured: two intersections operating at LOS F and one at LOS E, com pared to three at LOS F
and two at LOS E during the single highest p.m . peak hour.
Table G-8
2023 2nd Highest Hour Levels of Service: State Highw ay Intersections
2023 2nd Highest Hour
Intersection LOS Avg. Delay
(seconds) Volume/
Capacity
Highw ay 99 & South Stage Road C 32.1 0.93 (1)
Highw ay 99 & Garfield Road C 29.2 0.78
Highw ay 99/Riv erside Av enue & Stew art Av enue D 37.6 0.93 (1)
Highw ay 99 & West Table Rock Road D 47.1 0.70
Highw ay 62/Highw ay 99/Highw ay 238 D 50.8 0.82 (1)
Highw ay 62 & Rogue Valley Mall Access B 15.9 0.58
Highw ay 62 & Poplar Driv e/Bullock D 43.9 0.96 (1)
Highw ay 62 & Delta Waters Road F 101.9 1.23 (1)
Highw ay 62 & Cardinal Avenue C 24.8 0.84 (1)
Highw ay 62 & East Vilas Road D 40.7 0.84 (1)
Highw ay 62 Ramp Terminal & North Biddle C 22.7 0.67
Highw ay 62 Ramp Terminal & South Biddle B 10.5 0.68
Hwy 238/Rossanley Drive & Central Avenue C 34.4 0.76
Hwy 238/Rossanley Driv e & Sage Road E 76.5 0.94 (1)
I-5 & Garfield/Highland Ex tension B 16.8 0.60
I-5 NB Off/On-Ramp & Highw ay 62 A 9.9 0.62
I-5 SB Off/On-Ramp & Highw ay 62 B 11.4 0.67
Note: LOS means level of service and average del ay is expressed as seconds per vehicle.
Source: LOS Study , JRH T ransportation Engineering, 2003.
(1) Exceeds ODOT volume/capacity ratio standard.
2023 Second PM Peak Hour Results – South of Jackson Street
With the second-highest hour LOS strategy , the num ber of intersections south of Jackson Street operating
at LOS E or F with 2023 p.m . peak period traffic drops to six (three at LOS F and three at LOS E),
compared to seven with the 2023 peak hour traffic volum es (five at LOS F and two at LOS E). Second-
highest hour results south of Jackson Street are sum marized in Table G-9 below.
G-17
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