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INTERSECTION = i SCENARIO· ~.. = I DATE/TIME~,~ . 11/14/2003 3:41:57 PM <br />PROJECT: Larson Prope~ .?' Zone Change ANALYST ! cmw -. <br />File: C:\DATA\3431-L~1\GN-19NP.SIG PEAK HOUR: PM Peak <br />CITY: Eugene POPULATION: 100,000 to 500,000 <br />DESCRIPTION: 2019 No Zone Change <br /> <br /> IINTERSECTION LOS = C <br /> SATURATION = 73% <br /> <br /> C= 90 G=78 Y= 12 <br /> Glenwood Blvd. <br /> <br /> .197 .205 Ped V/C <br /> 3i5 35~ .084 <br /> ~ 108 .060.. <br /> <br /> Ped V/C= .084 <br /> <br /> Ped VIC 323 <br /> .084 .179 . <br /> <br /> N-S V/C = .506 <br /> E-W V/C = .090 <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 0 323 541 864 0% 49% 73% ... A C <br /> NORTH 357 355 0 712 73% 37% 0% C A ... <br /> WEST 0 0 0 0 0% 0% 0% ......... <br /> EAST 156 0 108 264 73% 0% 53% C ... 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 ~ T R <br /> SOUTH 1447 SOUTH 0.0 39.4 39.4 0.0 46.6 46.6 0 227 380 <br /> NORTH 1203 NORTH 26.9 66.3 0.0 59.1 19.7 0.0 313 117 0 <br /> WEST 0 WEST 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 <br /> EAST 1223 EAST 11.7 0.0 11.7 74.3 0.0 74.3 170 0 117 <br /> <br /> II-B-68 <br /> <br /> <br />