100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />0_ <br />w <br />Z <br />Z <br />w <br />U <br />0_ <br />W <br />0- <br />Particle Size Distribution Report <br />o00 <br />0 000 0 0~0 <br />co M N e- e- \ ~ 3k 3k 3k 3k 3k 3k 3k <br />100 10 1 0.1 0.01 0.001 <br />GRAIN SIZE - mm. <br />%13" % Gravel % Sand % Fines <br />Coarse Fine Coarse Medium Fine Silt Clad <br />0.0 0.0 0.0 0.6 2.4 2.4 94.6 <br />TEST RESULTS <br />Opening <br />Percent <br />Spec. <br />Pass? <br />Size <br />Finer <br />(Percent) <br />(X=Fail) <br />.75 <br />100.0 <br />.5 <br />100.0 <br />.375 <br />100.0 <br />.25 <br />100.0 <br />#4 <br />100.0 <br />#10 <br />99.4 <br />#20 <br />97.9 <br />#40 <br />97.0 <br />#100 <br />96.0 <br />#200 <br />94.6 <br />(no specification provided) <br />Location: B-1 <br />Sample Number: S18-222 Depth: 25' <br />GEOPACIFIC <br />ENGINEERING, INC. <br />0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />80 <br />90 <br />100 <br />Elastic Silt <br />Material Description <br />Atterbera Limits (ASTM D 4318 <br />PL= 40.6 LL= 90.3 PI= 49.7 <br />Classification <br />USCS (D 2487)= ME AASHTO (M 145)= A-7-5(58) <br />Coefficients <br />D90= D85= D60= <br />D50= D30= D15= <br />D10= Cu= Cc= <br />Remarks <br />Moisture 72.3% <br />Date Received: Date Tested: 7/24/2018 <br />Tested By: SJC <br />Checked By: <br />Title: <br />Date Sampled: 7/3/2018 <br />Client: WDC Properties <br />Project: 177 Day Island Road <br />M <br />n <br />M <br />Z <br />n <br />O <br />D <br />:(J <br />67 <br />M <br />