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INTERSECTION = 1 SCENARIO~ = 2 DATE/TIME:_ 11/26/2003 10:27:55 AM <br />PROJECT: Larson Proper~ !Zone Change ANALYST: cmw <br />File:' C:\DATA\3431-LL1\GG-19BA.SIG PEAK HOUR: AM Peak <br />CITY: Eugene POPULATION: 100,000 to 500,000 <br />DESCRIPTION: 2019 With Zone Change - No Eastbound Mvmnts. <br /> <br /> IINTERSECTION LOS = C-D <br /> SATURATION = 77% <br /> <br /> C= 90 G=78 Y= 12 <br /> Glenwood B1/Brackenfern <br /> <br /> 43 .065 <br /> ~-500 .278 <br /> <br /> Ped V/C = .090 <br /> <br /> Ped V~ 5 9 <br /> .065 .016 .294 . <br /> <br /> N-S V/C = .361 <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 27 529 122 678 28% 77% 28% A C-D A <br /> NORTH 43 112 141 296 37% 44% 44% A A A <br /> WEST 0 0 0 0 0% 0% 0% ......... <br /> EAST 122 52 544 718 36% 36% 65% A A C <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 -DIRECTION SEPARATION <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 895 SOUTH 8.1 35.9 35.9 77.9 50.1 50.1 31 397 92 <br /> NORTH 1344 NORTH 8.1 35.9 35.9 77.9 50.1 50.1 49 190 190 <br /> WEST 216 WEST 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 <br /> EAST 867 EAST 33.9 33.9 42.1 52.1 52.1 43.9 135 135 333 <br /> <br /> II-B-79 <br /> <br /> <br />