Tested By: B. Cook Checked By: B. Cook <br />Particle Size Distribution Report <br />ASTM D6913 & D1140 <br />PERCENT FINER0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />80 <br />90 <br />100 <br />GRAIN SIZE - mm. <br />0.0010.010.1110100 <br />% +3"% Gravel Coarse <br />% Sand <br />Fine Silt <br />% Fines <br />Clay <br />0.0 0.4 1.6 4.6 93.46 in.3 in.2 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Test Results (ASTM D6913 & D1140)Material Description <br />Atterberg Limits <br />Coefficients <br />Classification <br />Test Remarks <br />Sample Date: <br />Location: Test Pit TP-1 <br />Sample Number: S26-009 Depth: 8 ft <br />Client: <br />Project: <br />Project No:Figure <br />Sieve Size <br />or <br />Diam. (mm.) <br />Finer <br />(%) <br />Spec.* <br />(%) <br />Out of <br />Spec. <br />(%) <br />Pct. <br />of <br />Fines <br />Lean CLAY (CL) <br />3 <br />2 <br />1.5 <br />1 <br />.75 <br />.375 <br />#4 <br />#10 <br />#20 <br />#40 <br />#60 <br />#100 <br />#140 <br />#200 <br />100.0 <br />100.0 <br />100.0 <br />100.0 <br />100.0 <br />100.0 <br />99.7 <br />99.6 <br />99.0 <br />98.0 <br />97.2 <br />95.5 <br />94.4 <br />93.4 <br />In situ moisture content: 41.6% <br />12/5/2026 <br />KJH Exchange, LLC <br />2610 Cal Young Road Infiltration <br />25-1127 <br />PL=LL=PI= <br />D90=D85=D60= <br />D50=D30=D15= <br />D10=Cu=Cc= <br />USCS=AASHTO= <br />*(no specification provided) <br />CORE GeoEngineering <br />Portland, Oregon