Geotechnical Engineering Report 12 10 2024 submission

California Bearing Ratios (CBR) of Laboratory-Compacted Soils 10 Blows 25 Blows 56 Blows CBR at 95% Max. Density =12.2% for 0.10 in. Penetration 1000 20 900 18 56 Blows Penetration Resistance (psi) 800 16 700 14 0.1 in CBR (%) 600 12 500 10 400 8 25 Blows 300 6 200 4 10 Blows 100 2 0 0

2 0 0 0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 0.5 0 50 100 150 Penetration Depth (in.) Molded Density (pcf) TEST RESULTS (ASTM D-1883) Molded Soaked CBR (%) Linearty Surcharge Correction Max Swell (%) Density Percent of Density Percent of Moisture (lbs.) Moisture (%) 0.1 in. 0.2 in. (in.) (pcf) Max. Dens. (pcf) Max. Dens. (%) 1 116.1 88.1 7.0 104.6 79.4 17.2 3.7 3.6 0.00 10 1.35 2 122.4 92.9 6.8 110.3 83.7 16.7 7.4 7.1 0.00 10 1.55 3 127.9 97.0 7.1 117.7 89.3 14.9 17.7 18.1 0.00 10 1.31

127.9 97.0 7.1 117.7 89.3 14.9 17.7 18.1 0.00 10 1.31 Material Description MAX. Optimum % % AASHTO USCS Dens. LL PI Moisture (%) Fines Gravel (pcf) Reddish Brown Clayey Sand A-4 SC 131.8 7.8 23 8 37.0 8.4 Project: Mavis #2296 - West Orange, NJ Project No.: 44:2100 Client: Mavis Tire Supply, LLC Depth (ft.): 1 - 6 Sample / Source B-07, B-08 Sample No.: D3S-39 Test Reference/No.: 1 Date Reported: 12/9/2024 Office / Lab Address Office Number / Fax 2 Executive Drive (609)832-3910

2 Executive Drive (609)832-3910 ECS Mid-Atlantic LLC - Suite 11 Philadelphia Moorestown, NJ 08057 (484)840-5586 Tested by Checked by Approved by Date Received Remarks J Gross S Hansson J Yates 12/1/2024