Multi-Hour Level of Service Strategy Analysis Tables G-7 through G-10 show the LOS, average vehicle delay and intersection v/c ratios for the second- highest-hour 2023 volum es. As described previously , the second-highest-hour volum es represent the remaining volum e between 4:00 and 6:00 PM obtained after subtracting out the peak one-hour volum es during this period. As indicated in the tables, som e of the intersections that exceeded LOS D during the peak hour operate at LOS D or better duri ng the second-highest hour. 2023 second-highest hour SYNCHRO output is provided in Appe ndix E of the LOS Study report. 2023 Second PM Peak Hour Results – Dow ntown Medford As indicated in Table G-7, there is no appreciable difference between the one-hour strategy and the m ulti- hour strategy for downtown intersecti ons. All downtown signalized inter sections are projected to operate at LOS D or better with 2023 second highest PM peak hour traffic volum es. Table G-7 2023 2nd Highest Hour Levels of Service: Dow ntown Medford 2023 2nd Highest Hour Intersection LOS Avg. Delay (seconds) Volume/ Capacity 10th Street & Oakdale Avenue A 6.9 0.43 10th Street & Holly Street A 9.7 0.32 10th Street & Front Street A 5.8 0.28 10th Street & Central Avenue B 14.1 0.86 10th Street & Riverside Avenue B 12.6 0.71 9th Street & Central Avenue A 5.3 0.60 8th Street & Oakdale Avenue A 9.2 0.28 8th Street & Ivy Street B 10.1 0.32 8th Street & Holly Street A 8.7 0.29 8th Street & Grape Street A 8.9 0.28 8th Street & Front Street A 10.1 0.34 8th Street & Central Avenue A 8.8 0.74 8th Street & Riverside Avenue A 7.0 0.60 Main Street & Oakdale Avenue A 8.7 0.36 Main Street & Holly Street A 5.2 0.28 Main Street & Grape Street A 6.0 0.23 Main Street & Fir Street A 8.1 0.24 Main Street & Front Street A 9.4 0.29 Main Street & Central Avenue A 9.4 0.56 Main Street & Bartlett Avenue B 13.1 0.23 Main Street & Riverside Avenue A 8.4 0.62 6th Street & Front Street A 7.4 0.17 6th Street & Central Avenue A 9.0 0.45 6th Street & Riverside Avenue A 5.5 0.57 4th Street & Front Street C 26.7 0.39 4th Street & Central Avenue A 5.9 0.73 4th Street & Bartlett Street A 3.0 0.35 4th Street & Riv erside Av enue E 57.9 1.06 Jackson Street & Central Avenue B 13.8 0.61 G-16

Transportation System Plan 2018-2038