Laserfiche WebLink
Hale Ola O Mohouli Affordable Residential Development <br /> Transportation Impact Assessment Report <br /> 3.5 Vehicular Trips Generated by Hale Ola O Mohouli Affordable <br /> Residential Development <br /> Table 3 summarizes the land use and estimated vehicular volumes that would be <br /> generated by the proposed Hale Ola O Mohouli development. The vehicular volume is <br /> based on the trip generation rates documented in the Institute of Transportation (ITE) <br /> publication, Trip Generation, 10th Edition. Equations for AM and PM peak hours of <br /> adjacent street traffic was used in this calculation. <br /> The trip generation equations for Category 210 (Apartment)was used to estimate the <br /> vehicular traffic generated by the site. The index used as a predictor was the maximum <br /> number of dwelling units proposed. <br /> Table 3 Projected Trip Generation by Hale Ola O Mohouli Affordable Residential Development <br /> Land Use Intensity ITE AM Peak Hour PM Peak Hour <br /> Category In Out In Out <br /> Multi-family <br /> Residential 90 D.U. 210 10 38 44 24 <br /> Notes:AM and PM peak hour traffic volumes are in vehicles per hour. Trip Generation is <br /> the estimation of vehicular traffic based on equations documented in the Institute of <br /> Transportation Engineers' publication,Trip Generation, 10th Edition. <br /> For Category 220-Apartment,the trip generation equations are: <br /> AM:T=0.49 (X)+3.73 (20% Entering/80% Exiting) <br /> PM:T= 0.55 (X)+ 17.65 (65%Entering/35% Exiting) <br /> where T-traffic volumes (vehicles per hour), X= dwelling units <br /> D.U. -dwelling units <br /> A=COM 19 November 2020 <br />