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I <br /> I <br /> Draft Memorandum r <br /> Perteet <br /> 2707 Colby Avenue,Suite 900,Everett,WA 98201 I P 425.252.7700 I F 425.339.6018 <br /> I I F <br /> t: �...- .. Vilsaillo <br /> - . - T <br /> - • .,o <br /> 4"4. <br /> ea <br /> N �� MN {,T{)p <br /> ill 1; 10 --.1 ,:--- N` ....« 7 A -"!"` <br /> 1 6 kt. r p ,�- i0 <br /> -11 <br /> - , it V ,,,,a IF"'- i • ' <br /> • . 9 <br /> -10I at southern <br /> AM Peak Hour Rnrirtgaccess PM Peak Hour t -1, <br /> Figure 11 -SOV Trip Reduction <br /> I <br /> The annual growth rate was not applied to determine future transit volumes.Rather,Community Transit(in an <br /> I email from Roland Behee)forecast 14 additional future trips through the Transit Center,which were assumed <br /> to be in effect by the horizon year of 2038. <br /> Results <br /> IThe performance metrics for each intersection,study year,and build option for the AM peak hour are shown in <br /> Table 2.Values for the PM peak hour are shown in Table 3. <br /> Table 2-AM Peak Hour Intersection Performance Metrics <br /> Model Build No Build <br /> U <br /> Year v/c Delay(s/veh) LOS v/c Delay(s/veh) LOS <br /> Seaway Boulevard and 75th Street SW <br /> 2015 0.80 45.2 D 0.78 41.3 D <br /> I 2018 0.83 49.4 D 0.81 45.4 D <br /> 2038 1.03 115.5 0.98 111.1 F <br /> 75th Street SW and Transit Center Driveway <br /> I 2015 0.26 2.1 A <br /> 2018 0.28 2.1 A No Intersection <br /> 2038 0.34 2.4 A <br /> I 75th Street SW and PUD Driveway <br /> 2015 0.24 5.3 A 0.33 0.8 <br /> 2018 0.24 5.3 A 0.34 0.8 <br /> 2038 0.30 5.6 A 0.41 1.0 <br /> I <br /> I Page 13 <br /> File location:X:\Community Transit\Projects\201 10155-Community Transit On-Call\.016-Seaway Transit Center Preliminary Engineering\Traffic\Submittals\02- <br /> Revision based on Katherine Casseday Comments\Seaway Transit Center -DRAFT Traffic Memorandum.docx <br />