Geotechnical Engineering Report 12 10 2024 submission

LIQUID AND PLASTIC LIMITS TEST REPORT 60 Dashed line indicates the approximate upper limit boundary for natural soils 50 P L A S 40 T I C I T 30 Y I N D E 20 X 10 CL-ML ML or OL MH or OH 0 0 10 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT TEST RESULTS (ASTM D4318-10 (MULTIPOINT TEST)) Sample Sample Sample Depth (ft) LL PL PI %<#40 %<#200 AASHTO USCS Material Description Location Number  B-07, B-08 D3S-39 1.00-6.00 23 15 8 70.9 37.0 A-4 SC Reddish Brown Clayey Sand Project: Mavis #2296 - West Orange, NJ Project No.: 44:2100 Client: Mavis Tire Supply, LLC Date Reported: 12/9/2024 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

Tested by Checked by Approved by Date Received J Gross S Hansson J Yates 12/1/2024