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EVERETT COMPREHENSIVE PLAN <br />Transportation Element Appendix A-1 <br />PM Peak -Hour Level of Service Summary <br />- The level of service calculations are included in the attachments. <br />- No changes were made to 2035 Baseline Condition intersections that are projected to <br />perform at or better than LOS D. <br />- All PHFs for failing intersections for both 2035 Baseline and 2035 Mitigation are 1.0 <br />- For optimization on intersection 10 (Airport road at Evergreen Way) There is not enough <br />space to simply add a road lane. <br />- Intersection ID 321: Everett Mall Way at SR -526 - Lane Conflict in City Network. <br />TRANSPORTATION ELEMENT APPENDICES <br />2015 Existing <br />2035 Baseline <br />2035 Future <br />Intersection <br />Conditions <br />Conditions <br />with Mitigation <br />LOS <br />Delay <br />LOS <br />Delay <br />LOS <br />Dela <br />1 <br />Hewitt Avenue at <br />C <br />24.0 sec <br />E <br />75.8 sec <br />D <br />42.4 sec <br />Maple Street <br />2 <br />Pacific Avenue at <br />C <br />20.1 sec <br />F <br />299.8sec <br />F <br />187.5 sec <br />Maple Street <br />Additional EBLT lane <br />--- <br />--- <br />--- <br />--- <br />F <br />91.0 sec <br />3 <br />Rucker Avenue at <br />Pacific Avenue <br />C <br />27.6 sec <br />D <br />39.6 sec <br />--- <br />--- <br />4 <br />4155 Street at <br />Rucker Avenue <br />D <br />46.1 sec <br />E <br />65.3 sec <br />D <br />51.0 sec <br />Simultaneous EB and WB <br />left turns and additional <br />--- <br />--- <br />--- <br />--- <br />D <br />45.2 sec <br />WBRT lane <br />5 <br />4155 Street at <br />Colby Avenue <br />D <br />44.9 sec <br />E <br />58.0 sec <br />E <br />62.9 sec <br />Additional SBLT lane <br />--- <br />--- <br />--- <br />--- <br />D <br />49.0 sec <br />6 <br />SR 526 WB at <br />Evergreen Way <br />C <br />19.9 sec <br />C <br />20.0 sec <br />--- <br />--- <br />7 <br />SR 526 EB at <br />B <br />19.7 sec <br />C <br />19.7 sec <br />--- <br />--- <br />Evergreen Way <br />8 <br />E Casino Road at <br />D <br />51.9 sec <br />E <br />66.4 sec <br />E <br />67.6 sec <br />Evergreen Way <br />9 <br />SE Everett Mall Way at <br />F <br />117.5 sec <br />F <br />128.2 sec <br />F <br />111.4 sec <br />SR 526 <br />Additional SBT and <br />protected NB and SB LT <br />--- <br />--- <br />--- <br />--- <br />F <br />88.1 sec <br />instead of Split <br />10 <br />Airport Road at <br />F <br />107.2 sec <br />F <br />156.5 sec <br />F <br />113.9 sec <br />Evergreen Way <br />Additional NB through <br />--- <br />--- <br />--- <br />E <br />79.9 sec <br />lane--- <br />- The level of service calculations are included in the attachments. <br />- No changes were made to 2035 Baseline Condition intersections that are projected to <br />perform at or better than LOS D. <br />- All PHFs for failing intersections for both 2035 Baseline and 2035 Mitigation are 1.0 <br />- For optimization on intersection 10 (Airport road at Evergreen Way) There is not enough <br />space to simply add a road lane. <br />- Intersection ID 321: Everett Mall Way at SR -526 - Lane Conflict in City Network. <br />TRANSPORTATION ELEMENT APPENDICES <br />