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CITY OF SANTA ANA <br />Planning and Building Agency <br />d <br />UNDISTURBED <br />SATURATED <br />DIRECT SHEAR TEST (AST <br />:D-308#pprov <br />FOR PERMIT ISS <br />ANCE <br />Boring: <br />B-1 <br />Specimen Load(psf) Water % D c <br />Wet c <br />Depth (ft): <br />2.5 <br />1 1,000 17.6 113.4 <br />133.3 <br />Geology: <br />Alluvium <br />2 2,000 17.2 113.1 <br />MasMF-Fa <br />Classification: <br />Sandy Lean CLAY (CL) <br />3 4,000 17.5 114.2 <br />Date1.34.2 <br />3,000 i <br />1 <br />1 1 <br />2,000 <br />C <br />a <br />v <br />V) <br />m <br />s 1,000 <br />h <br />M <br />v <br />t <br />N <br />0 F - --—._____- <br />0.00 0.05 0.10 OAS 0.20 0.25 0.30 <br />Horizontal Displacement (in) <br />4,000 <br />3,000 <br />1,000 <br />n <br />0 <br />Normal Stress (psf) <br />1,000 <br />2,000 <br />4,000 <br />1,000 2,000 3,000 4,000 5,000 6,000 <br />Normal Stress (psf) <br />Peak Shear Stress (psf) Residual Shear Stress (psf) Peak Cohesion (psf) Peak Friction (deg) <br />1,323 1,239 829 25.3 <br />1,741 1,698 Residual Cohesion (psf) Residual Friction (deg) <br />2,729 2,624 776 24.8 <br />Q� <br />AGI GEOTECHNICAL, INC. <br />16555 Sherman Way, Van Nuys, California, Ph (818) 785-5244, Fax (818) 785-6251 <br />Proj. No.: 32-6235-00 I Date: August 2022 <br />Project: 1601-1607 N. Bristol Street, Santa Ana <br />Calc. By: WFB <br />