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 Reddish Brown Silty Clayey  B-01 S-3 4.00-6.00 21 16 5 80.6 40.7 A-4 SC-SM Sand  B-03 S-3 4.00-6.00 23 17 6 36.7 22.7 A-1-b GC-GM Reddish Brown Silty Clayey Gravel with Sand Reddish Brown Sandy Silty p B-06 S-3 4.00-6.00 23 16 7 79.3 50.3 A-4 CL-ML

Reddish Brown Sandy Silty p B-06 S-3 4.00-6.00 23 16 7 79.3 50.3 A-4 CL-ML Clay 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