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PROJECT: Larson Properl ~iZone Change ANALYST:' , cmw <br />File:. C:\DATA\3431-L~1\GG-19NA-SIG PEAK-HOUR. AM Peak <br />CITY: Eugene POPULATION: 100,000 to 500,000 <br />~ESCRIPTION: 2019 No Zone Change - No Eastbound Mvmnts. <br /> <br /> INTERSECTION LOS = C-D <br /> l <br /> SATURATION = 77% <br /> <br /> C= 90 G=78 Y= 12 <br /> Glenwood B1/Brackenfern <br /> <br /> · 134 . 025 Ped V/C <br /> ~2 4~.~ .065 <br /> t 500 .278 <br /> <br /> Ped V/C = .089 <br /> <br /> Ped V~ <br /> · 065 ·016 . . <br /> <br /> N-S V/C = .354 <br /> E-W V/C = .278 <br /> TOTAL AMBER = .133 <br /> MINIMUM V/C = .067 <br /> <br /> XXX = Adjusted Volumes .XXX = V/C <br /> MOVMENT VOLUMES MOVE SATURATION MOVEMENT LOS <br /> APPR L T R TOT L T R- L T R <br /> SOUTH 27 518 119 664 28% 77% 28% A C-D A <br /> NORTH 43 112 130 285 37% 43% 43% A. A A <br /> WEST 0 0 0 0 0% 0% 0% ......... <br /> EAST 122 41 544 707 77% 77% 64% C-D C-D B <br /> <br /> TRUCKS PED LANE <br /> APPR % DIST WIDTH PHASING <br /> SOUTH 2.0% 36ft 12.ft N-S -LEFT TURNS PROTECTED WITH OVERLAP <br /> NORTH 5.0% Oft 12.ft <br /> WEST 2.0% 24ft 12.ft E-W -LEFT TURNS NOT PROTECTED <br /> EAST 5.0% Oft 12.ft E-W - Right TUrn Overlap <br /> <br /> LEG VOL TIME AVAIL(sec) RED TIME(sec) MOVE STORAGE(ft) <br /> LEG AT LOS C APPR L T R. L T R L T R <br /> SOUTH 890 SOUTH 8.2 35.5 35.5 77.8 50.5 50.5 31 392 90 <br /> NORTH 1335 NORTH 8.2 35.5 35.5 77.8 50.5 50.5 49 183 183 <br /> WEST 196 WEST 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 <br /> EAST 861 EAST 34.3 34.3 42.5 51.7 51.7 43.5 126 126 330 <br /> <br /> II-B-78 <br /> <br /> <br />