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SAMPLE ID: 1-B2@20 IN-SITU LOAD (psf): 2600 <br />SAMPLE DESCRIPTION: See exploration logs USCS: n/a <br />TYPE OF WATER USED: Distilled SOURCE OF WATER: Distilled <br />TRANSPORTATION METHOD: Insulated bucket SAMPLING DATE: n/a <br />STORAGE ENVIRONMENT: Controlled TEST START DATE: 01/22/24 <br />Remolded? (Y/N): N Initial % Saturation: 81.20 <br />Number of lifts, if remolded: n/a Final % Saturation: 99.98 <br />Specific Gravity,<#4 (Measured): 2.719 Initial water content: 10.99 <br />Initial sample height (in): 1.0008 Final water content: 13.42 <br />Post dry in-situ load height (in): 0.9978 Post-test dry density (pcf): 124.26 <br />Final sample height (in): 0.9993 Dry In-situ load % SWELL/COLLAPSE:-0.30 <br />Initial sample mass (g): 158.93 Wet In-situ load % SWELL/COLLAPSE:0.15 <br />Final saturated sample mass (g): 162.41 Overall % SWELL/COLLAPSE:-0.15 <br />PROJECT NAME: Arroyo Lago DATE: 01/29/24 <br />PROJECT NUMBER: 9785.004.001 PH004 T001 <br />CLIENT: 330 Land Company, LLC <br />PROJECT LOCATION: Pleasanton, CA <br />Tested by: K. Lecce Reviewed by: D. Bryant <br />ONE DIMENSIONAL SWELL/COLLAPSE POTENTIAL - METHOD 'B' <br />ASTM D4546-14 <br />Testing remarks: Oversize material (>#4) removed from ends. Voids filled with trimmings. Some existing sample voids. <br />0.01 <br />-0.03 <br />-0.12 <br />-0.20 <br />0.00 <br />-0.18 <br />-0.23 <br />-0.30 <br />-0.15 <br />-0.5 <br />-0.4 <br />-0.3 <br />-0.2 <br />-0.1 <br />0.0 <br />0.1 <br />0.2 <br />0.0 0.1 1.0 10.0 100.0 1000.0 10000.0 <br />% <br />S <br />t <br />r <br />a <br />i <br />n <br />Vertical Stress (psf) <br />% Strain vs Vertical Stress <br /> 17278 Golden Valley Parkway | Lathrop, CA 95330 | T: (209) 835-0610 | F: (888) 279-2698 | www.engeo.com