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Page 59 <br /> ' Table D-3 <br /> Intersection Level of Service Summary ' <br /> F, <br /> Existing Condition" <br /> r No. Intersection Critical AM PEAK PM PEAK <br /> ' Movement <br /> Average LOS Average LOS <br /> Delay Delay <br /> I. Austin NBL 9.6 B 7.1 B <br /> Rd/Mariposa Rd SBL n/a - n/a <br /> G <br /> EBL n/a - n/a - <br /> WBL 2.8 A 3.1 A <br /> ALL 9.6 B 7.1 B <br /> 2. Austin Rd/Arch N13L 2.4 A 2.2 A <br /> Rd SBL = n/a - n/a <br /> EBL s 4.0 A i4.0 A <br /> WBL n/a - n/a - <br /> f ALL 4.0 A 4.0 A <br /> " 3. Austin NBL 4.9 A 4.6 A <br /> Rd/French <br /> Camp Rd SBL 5.3 B 5.5 B <br /> EBL 2.8 A 2.4 A <br /> WBL 2.3 A 2.8 A <br /> ALL 5.3 B 5.5 B <br /> 4. Austin NBL 2.2 A 2.2 A <br /> Rd/Landfill EBL 3.8 A 3.8 A <br /> { Access Rd <br /> ALL 3.8 A 3.8 . A <br /> *Worst case delay and level of service for approach and for whole intersection reported. <br /> Background Conditions <br /> FJ Traffic Characteristics <br /> riBackground condition traffic volumes is defined as the sum of existing traffic volumes and anticipated <br /> approved(not yet built)project trips in the vicinity of the project site. Background conditions are <br /> considered as a reasonable projection of the condition that would exist at the time the proposed project is <br /> `implemented: Background trips for the City of Stockton projects have been included,based on all <br /> approved trips included in the BNSF Traffic study (Draft Environmental Impact Report,BNSF Stockton <br /> GRASSETTI ENVIRONMENTAL CONSULTING <br />