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r <br /> . a <br /> Table D-6 <br /> Intersection Level of Service Summary <br /> Existing Condition # Background Condition Project Condition Cumulative Condition <br /> i <br /> I <br /> . t <br /> No. Intersection Critical AM PEAK PM PEAK AM PEAK PM PEAK AM PEAK PM PEAK AM PEAK PM PEAK <br /> Movement <br /> Average LOS Average LOS Average LOS Average LOS Average LOS AverageLOS Average LOS Average LOS <br /> Dela Delay Dela Dela Dela Dela Dela Dela <br /> 1, Austin Rd/Mariposa Rd� NBL 9.5 8 7.1 B 84.2 F 13.4 C 176 F 15.4 C 242.1 F 16.4 C <br /> SBL n/a n/a 16.2 C 15.5 C 16.4 C 15.7 C 17.3 C 16.6 C <br /> EBL n/a n/a 3.8 A 2.7 A 3.8 A 2.7 A 3.8 A 2.7 I A <br /> WBL 2.8 A 3.1 A . 3.6 A 4.6 A 3.8 A 4.8 A 3.8 A 4.9 A <br /> r ALL 9.6 B 7.7 B 84.2 F 15.5 C 176 F 15.7 C 242.1 C 16.8 C <br /> 2. Austin Rd/Arch Rd' NBL 2.4 A 2.2 A 3.9 A 3.1 A 4.1 " A 3.2 A 4.2 A 3.2 A <br /> SBL n/a - n/a - 2.7 A 2.3 A 2-8 A 2.4 A 2.8 A 2.4 A <br /> EBL 4.0 A 4.0 A 17.0 C 15.9 C 19.9 C 17.1 C 20.2 D 17.7 C <br /> + WLRL n/a - n/a - 16.7 C 17.9 C 1911 C 11.3 C 19.4 C 11.4 C <br /> ALL 4.0 A 4.0 A 17.0 C 17.9 C 19.9 C 17.1 C 20.2 D72.6A <br /> e <br /> 3.r Austin Rd/French Camp Rd NBL 4.9 A 4.6 A 17.3 C 6.7 B '17.6 C 6.7 B 18.6 C <br /> + SBL 5.3 B 5.5 B 10.8 C 9.8 B. 11.1 C 9.9 B 11.6 C <br /> EBL 2.8 A 2.4 A 3.6 A 2.6 A 3.7 A 2.6 ,, A 3.7 AWBL 2.3 A 2.8 A 2.3 A 2.8 A 2.3 A 2.8 A 2.3 AALL 5.3 8 5.5 B 17.3 C 9.8 B 17.6 C 9.9 B 18.6 C <br /> 4. Austin Rd/Landfill Access NBL 2.2 A 2.2 A 2.5 A 4.0 A 2.5 A 4.3 A 2.7 A 4.3 A <br /> EBL 3.7 A 3.8 A 8.8 B 9.7 B 10.1 C 11.9 C 10.6 C 12 C �r-s <br /> ALL 3.7 A 3.8 A 8.8 B 9.7 B 10.1 C 11.9 C 10.6 C 12 C a.yr1 <br /> t <br /> Rajappan and Meyer Consluting Engineers,Inc. 1022199,9:21 AM,Table D-5,Level of Service <br />