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Hale Ola O Mohouli Affordable Residential Development <br /> Transportation Impact Assessment Report <br /> 3.6 Projected Year 2025 Traffic Volumes <br /> 3.6.1 Hale Ola 0 Mohouli Trip Distribution and Assignment <br /> The projected Year 2025 vehicular volumes generated by the Hale Ola O Mohouli <br /> project summarized in Table 3 were directionally distributed and assigned to the <br /> roadway network. <br /> The directional distribution of turns onto and from Mohouli Street was based on the <br /> traffic turning movement conducted October 20-21, 2020. <br /> Turning movements at the Mohouli Street/Komohana Street and Mohouli Street/Kukuau <br /> Street intersections utilized the turning movement patterns in the adjusted existing <br /> turning movements. <br /> The resulting projected Year 2025 traffic volumes generated by the proposed Hale Ola O <br /> Mohouli development are summarized in Figure 14. <br /> 3.6.2 Projected Year 2025 Peak Hour Traffic Volumes <br /> The projected traffic volumes generated by the proposed Hale Ola O Mohouli <br /> development summarized in figure x were combined with the projected Year 2025 <br /> background traffic summarized in Figure y to obtain the total Year 2025 peak hour traffic <br /> volumes. <br /> The total projected Year 2025 peak hour traffic volumes are summarized in Figure 15. <br /> A=COM 20 November 2020 <br />