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INTERSECTION = I SC~IO = i DATE/TIM~-,- 11/14/2003 3:41:33 PM <br /> . ~Zone Change ANALYST: ' cmw <br />PROJECT: Larson Prope~ ~ <br />File: C:\DATA\3431-L~1\GN-19NA.sig PEAK HOUR: AM Peak <br />CITY: Eugene POPULATION: 100,000 to 500,000 <br />DESCRIPTION: 2019 No Zone Change <br /> <br /> I INTERSECTION LOS = B <br /> SATURATION = 62% <br /> <br /> C= 90 G=78 Y= 12 <br /> Glenwood Blvd. <br /> <br /> · 111 .078 Ped V/C <br /> 199 135 .069 <br /> <br /> ~ 170 ·094 <br /> <br /> (., , 85 .049 <br /> Ped V/C ~ .069 <br /> <br /> Ped V/C 498 <br /> .069 .277 . <br /> <br /> N-S V/C = .391 <br /> E-W V/C = .094 <br /> TOTAL AMBER = .133 <br /> MINIMUM V/C = .067 <br /> <br /> xxx = ~justed Volumes .XXX = V/C <br /> MOVMENTVOLUMES MOVE SATURATION MOVEMENT LOS <br /> APPR L T R TOT L T R L T R <br /> SOUTH 0 498 565 1063 0% 56% 62% ... B B <br /> NORTH 135 199 0 334 62% 27% 0% B A ... <br /> WEST 0 0 0 0 0% 0% 0% ......... <br /> EAST 85 0 170 255 38% 0% 62% A ... B <br /> <br /> TRUCKS PED LANE <br /> APPR % DIST WIDTH PHASING <br /> SOUTH 5.0% Oft 12.ft N-S-LEFT TURNS PROTECTED WITH OVERLAP <br /> NORTH 5.0% 36ft 12.ft <br /> WEST 5.0% Oft 12.ft E-W -DIRECTION SEPARATION <br /> EAST 5.0% 36ft 12.ft <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 1737 SOUTH 0.0 50.4 50.4 0.0 35.6 35.6 0 274 311 <br /> NORTHI 1292 NORTH 12.5 62.8 0.0 73.5 23.2 0.0 145 75 0 <br /> WEST 0 WEST 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 <br /> EAST 1232 EAST 15.2 0.0 15.2 70.8 0.0 70.8 88 0 177 <br /> II-B-66 <br /> <br /> <br />