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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