Laserfiche WebLink
CITY OF SANTA ANA <br />Planning and Building Agency <br />REMOLDED <br />SATURATED DIRECT SHEAR <br />TEST (ASTM: <br />-FOROroved <br />PERp T ISS <br />JANCE <br />Boring: <br />B-1 <br />Specimen <br />Load s <br />Water % D <br />Wet c <br />Depth (ft): <br />0-5 <br />1 <br />1,000 <br />20.2 106.4 <br />127.9 <br />Geology: <br />Alluvium <br />2 <br />2,000 <br />20.5 106.7 <br />Mastl(M: <br />Classification: <br />Sandy Lean CLAY (CL) <br />3 <br />4,000 <br />19.9 107.8 <br />Date129.3 <br />3,000 I <br />I <br />I <br />i <br />i <br />2,000 <br />a <br />N <br />0 <br />r0 <br />c 1,000 <br />N <br />0 - I-- - I _I _ t.— I __---..J <br />0.00 0.05 0.10 0.15 0.20 0.25 0.30 <br />Horizontal Displacement (in) <br />4,000 <br />3,000 <br />w <br />a <br />N 2,000 <br />v <br />a+ <br />m <br />v <br />s <br />1,000 <br />0 <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 />1,114 1,079 665 24.8 <br />1,604 1,563 Residual Cohesion (psf) Residual Friction (deg) <br />2,504 2,477 623 24.9 <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 1 Date: August 2022 <br />Project: 1601-1607 N. Bristol Street, Santa Ana <br />Calc. Bv: WFB <br />