2021-10-29_PERMIT FILE - M2021064 (6)

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The project-generated trips as calculated in item 6 above were then assigned within the study area based on the trip distributions calculated in items 7 above (Exhibits A and B); there are no trips anticipated to be assigned within the study area. No figure is provided. 9. Existing and Projected Traffic Volumes Figure WA-5.Table of traffic volumes Avera a Annual Da ly Traffic AADT Count 2020 Route Ref Pt End L(mi) AA DT Year A B % C D Point Description trucks 160 104824 Na Na 14000 2020 350 360 5.07% NA NA East of CR-600 m 140.8 160 104823 Na Na 8700 2020 170 380 6.32% NA NA West of CR-600 m 139.2 CR600 Na Na 5300 2020 180 20 <4% NA NA At SH-160 m 140.872 A:AADT Single Trucks. B:AADT Comb Trucks C:Design Hour Volume percentage of AADT D:Daily Vehicle Miles Traveled. Average Annual Daily Traffic AADT Count antici ated 2030 5%per ear Route Ref Pt End L(mi) AA DT Year A B % C D Seg Description trucks 160 104824 Na Na 14700 2030 368 378 5.1% NA NA Approx MP 140.8 160 104823 Na Na 9135 2030 179 409 6.3% NA NA A rox MP 139.2 CR600 Na Na 5300 2020 180 20 <4% NA NA At SH-160 m 140.872 Ave rage Annual DailyTraffic AADT Count anticipate 2040 5%per year Route Ref Pt End L(mi) AA DT Year A B % C D Seg Description trucks 160 104824 Na Na 15400 2040 385 396 5.1% NA NA Approx MP 140.8 160 104823 Na Na 9570 2040 187 418 6.3% NA NA A rox MP 139.2 CR600 Na Na 5300 2020 180 20 <4% NA NA At SH-160 m 140.872 Based on the main generators of traffic in the segment of SH-160, with major commercial, tourist, residential and institutional generators, it is a reasonable assumption that the large volume of traffic dwarfs and will continue to dwarf traffic from the Oakbrush Hill operations. Actual traffic generators are assumed to have 25% of ADT during peak hour, as it is located in a typical small urban setting and matches typical percentages of AADT during peak hour. a. Existing total average daily traffic (ADT)volumes and existing AM and PM peak hour turning movement volumes for the street system in the study area. Include all turning movements. b. Projected total daily traffic volumes and projected AM and PM peak hour traffic volumes, including existing (background) plus generator traffic, for the street system in the study area. Include all turning movements. c. Future projected "background" traffic volumes (volumes already using the roadway system without the proposed development)for daily, and AM and PM peak hour traffic volumes. Include all turning movements. d. Total projected daily traffic volumes and AM and PM peak hour traffic volumes, including existing traffic, generator traffic and cumulative traffic from build-out of approved projects. If the proposed development is being proposed in phases it may be appropriate to evaluate each major phase. Include all turning movements. e. Total and peak hour daily and turning movement volumes for"horizon" study year which is generally the 20th year projection. The peak hour traffic volume estimates for any access shall be based upon the anticipated total build-out of the development to be served, and shall include the highest peak hour volume within the entire day for each turning movement, which is typically the peak hour of the generator. See Section 2.3(4)(e) of the State Highway Access Code for information on calculating passenger car equivalents. C&J Gravel Products, Inc. Page 71 of 93 20 OCT 2021 Application for Permit: Oakbrush Hill Gravel M-2021- C&J-DPR-V5-001