Applicant's Addendem to TIAR 12.12.2022

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KTL Kona Villas November 2021 Final TIAR Addendum m Page 10 International 12/12/2022 Innovate I Adapt I Sustain Updated Future (2024) With Project intersection and movement LOS and average delay (in seconds per vehicle)were determined for the AM and PM peak hours. Table 1 show the vehicular delay and LOS at each intersection. The shaded row indicates the overall intersection delay. Movements that operate at LOS E or worse are highlighted in yellow. By moving up the construction of the Kekuanaoa Place connection from 2029 to 2024, in conjunction with Phase 1, the traffic volume at Lako Street increases,resulting in the Route 11 southbound left turn operating at LOS E. However, a single movement does not constitute a Transportation Facility, and the overall intersection operates at an acceptable LOS D and LOS C in the AM and PM peak hours, respectively. Synchro output worksheets are attached to the end of this document. Table 1: Updated Future(2024)With Project Traffic Operations Intersection AM I PM Delay(sec/veh) v/c LOS Delay(sec/veh) v/c LOS Route 11&Royal Vistas(overall) 0.7 - 0.6 - Route 11 SB Left 10.3 0.02 B 11.2 0.08 B Royal Vistas WB Right 20.5 0.22 C 20.7 0.16 C Route 11&Kuakini Hwy(overall) 10.1 - 2.6 - Route 11 NB Left 40.7 0.92 E 18.1 0.56 C Kuakini EB Left 0.0 0.00 A 0.0 0.00 A Route 11&LakoSt(overall) 45.1 - D 28.5 - C Route 11 NB Left 18.0 0.12 B 18.7 0.17 B Route 11 NB Through 42.9 0.93 D 23.3 0.81 C Route 11 SB Left 59.6 0.88 E 25.0 0.68 C Route 11SBThrough 24.7 0.74 C 23.8 0.85 C Lako EB Left 92.0 0.94 F 69.6 0.84 E Lako EB Through-Right 48.1 0.15 D 50.3 0.16 D Lako WB Left 72.3 0.76 E 65.6 0.71 E Lako WB Through-Right 62.5 0.33 E 58.3 0.41 E