2025 06 18 WEH Slope Stability Analysis Letter Report

UNCONFINED COMPRESSION TEST 600000 Compressive Stress, psf 450000 300000 150000 1 0 0 0.25 0.5 0.75 1 Axial Strain, % Sample No. Unconfined strength, psf Undrained shear strength, psf Failure strain, % Strain rate, in./min. Water content, % Wet density, pcf Dry density, pcf Saturation, % Void ratio Specimen diameter, in. Specimen height, in. Height/diameter ratio Description: Gray Rock Core LL = PL = 1 515719 257859 0.4 0.050 N/A 182.8 N/A N/A N/A 1.98 4.57 2.31 PI = Assumed GS= 2.7 Type: ASTM D7012 Project No.: 869 Date Sampled: 1-8-25 Client: Langan Engineering Remarks: Project: West Essex Highlands, West Orange, NJ Project#101049801 Sample Number: LB-3 C-1A 8.5-10.5' UNCONFINED COMPRESSION TEST RSA Geolab Union, New Jersey Figure Tested By: SP Checked By: KP