COM 0219.001 2000-2002 - Laserfiche WebLink

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Mr. Christopher Yuen May 23, 2001 - 01 A-252 Page 3 2. "The traffic impact study should have included an analysis of the intersection of Queen Kaahumanu t~iighway with Henry Street." To assess off-site traffic impacts south of the project area, the Traffic Impact Study analyzed both the Queen Kaahumanu Highway/Palani Road intersection, which is approximately 1/2 mile south of the project area and closer to the project area than the Queen Kaahumanu Highway/Henry Street intersection, which is approximately 1 mile south of the project area's main entrance at Makala Blvd. Based on analysis within the Traffic Impact Study and summarized .within extracts of tables from the study below, the impacts from project-related traffic on the Queen Kaahumanu Highway/Palani Road intersection was minimal. Since a portion of project-related traffic would turn to and/or from Palani Road, the increase of project-related traffic at the Queen Kaahumanu Highway/Henry Street intersection would be less than at the Palani Road intersection. On this basis, further analysis of intersections further south were not conducted. Tables 2-2, 3-1, and 5-1 from the Traffic Impact Study summarized existing and future conditions at the Queen Kaahumanu Highway/Palani Road intersection without the~roject and are found below: Table 2-2 (extract) Existin Conditions Mornin Peak Hour (LOS) Afternoon Peak Hour (LOS} V/C ADPV LOS V/C ADPV LOS Queen Kaahumanu 0.78 39.7 D 0.93 56.9 E Hi hwa &Palani Road Table 3-1 (extract) 2010 (without the ro'ect) Mornin Peak Hour (LOS) Afternoon Peak Hour (LOS) V/C ADPV LOS V/C ADPV .LOS Queen Kaahumanu 0.83 58.5 E 0.89 73.3 E Hw . &Palani Road Table S-1 (extract) 2020 (without the ro'ect) Mornin Peak Hour (LOS) Afternoon Peak Hour (LOS) V/C ADPV LOS V/C ADPV LOS Queen Kaahumanu 1.04 98.7 F 1.14 164.0 F Hw . &Palani Road