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KTL Kona Villas November 2021 Final TIAR Addendum <br /> m Page 12 <br /> International 12/12/2022 <br /> Innovate I Adapt I Sustain <br /> Updated Future (2029) With Project intersection and movement LOS and average delay (in <br /> seconds per vehicle)were determined for the AM and PM peak hours. Table 2 show the vehicular <br /> delay and LOS at each updated intersection. The shaded row indicates the overall intersection <br /> delay. Movements that operate at LOS E or worse are highlighted in yellow. Synchro output <br /> worksheets are attached to the end of this document. <br /> Table 2: Updated Future(2029)With Project Traffic Operations <br /> AM PM <br /> Intersection <br /> Delay(sec/veh) v/c LOS Delay(sec/veh) v/c LOS <br /> Route 11&Royal Vistas(overall) 1.5 - 1.1 - - <br /> Route 11 SB Left 10.6 0.04 B 12.5 0.15 B <br /> Royal Vistas WB Right 27.5 0.43 D 26.3 0.31 D <br /> Route 11&Kuakini Hwy(overall) 11.9 - 2.6 - <br /> Route 11 NB Left 49.3 0.96 E 19.4 0.59 C <br /> Kuakini EB Left 0.0 0.00 A 0.0 0.00 A <br /> Route 11&LakoSt(overall) 55.8 - E 32.7 - C <br /> Route 11 NB Left 18.5 0.13 B 22.3 0.19 C <br /> Route 11 NB Through 52.0 0.98 D 26.6 0.85 C <br /> Route 11SB Left 121.6 1.04 F 35.5 0.78 D <br /> Route 11SBThrough 25.5 0.78 C 26.5 0.88 C <br /> Lako EB Left 118.1 1.04 F 81.4 0.86 F <br /> Lako EB Through-Right 47.8 0.17 D 55.4 0.16 E <br /> Lako WB Left 68.9 0.78 E 72.3 0.75 E <br /> Lako WB Through-Right 58.5 0.31 E 63.5 0.40 E <br />