Geotechnical Engineering Report 12 10 2024 submission

Laboratory Testing Summary Atterberg Limits Moisture - Density CBR (%) **Percent Sample ^MC Soil #Organic Sample Location Depth (ft) Passing No. Number (%) Type <Maximum <Optimum Content (%) LL PL PI 200 Sieve 0.1 in. 0.2 in. Density (pcf) Moisture (%) B-01 S-2 2.0-4.0 15.7 B-01 S-3 4.0-6.0 12.4 SC-SM 21 16 5 40.7 B-01 S-5 8.0-10.0 14.2 B-02 S-3 4.0-6.0 12.5 B-02 S-4 6.0-8.0 12.1 B-02 S-6 13.0-13.8 10.3 B-03 S-2 2.0-4.0 15.5 B-03 S-3 4.0-6.0 8.9 GC-GM 23 17 6 22.7 B-03 S-5 8.0-10.0 12.0 B-04 S-1 0.0-2.0 7.4 Notes: See test reports for test method, ^ASTM D2216-19, *ASTM D2488, **ASTM D1140-17, #ASTM D2974-20e1 < See test report for D4718 corrected values Definitions: MC: Moisture Content, Soil Type: USCS (Unified Soil Classification System), LL: Liquid Limit, PL: Plastic Limit, PI: Plasticity

e test report for D4718 corrected values Definitions: MC: Moisture Content, Soil Type: USCS (Unified Soil Classification System), LL: Liquid Limit, PL: Plastic Limit, PI: Plasticity Index, CBR: California Bearing Ratio, OC: Organic Content Project: Mavis #2296 - West Orange, NJ Project No.: 44:2100 Client: Mavis Tire Supply, LLC Date Reported: 12/6/2024 Office / Lab Address Office Number / Fax 2 Executive Drive (609)832-3910 ECS Mid-Atlantic LLC - Philadelphia Suite 11 Moorestown, NJ 08057 (484)840-5586 Tested by Checked by Approved by Date Received J Gross S Hansson J Yates 11/27/2024