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Particle Size Distribution Report <br />PE <br />R <br />C <br />E <br />N <br />T <br /> <br />F <br />I <br />N <br />E <br />R <br />0 <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"Coarse <br />% Gravel <br />Fine Coarse Medium <br />% Sand <br />Fine Silt <br />% Fines <br />Clay <br />100.0 <br />6 <br />i <br />n <br />. <br />3 <br />i <br />n <br />. <br />2 <br />i <br />n <br />. <br />1½ <br /> <br />i <br />n <br />. <br />1 <br />i <br />n <br />. <br />¾ <br />i <br />n <br />. <br />½ <br />i <br />n <br />. <br />3/ <br />8 <br /> <br />i <br />n <br />. <br />#4 #1 <br />0 <br />#2 <br />0 <br />#3 <br />0 <br />#4 <br />0 <br />#6 <br />0 <br />#1 <br />0 <br />0 <br />#1 <br />4 <br />0 <br />#2 <br />0 <br />0 <br />TEST RESULTS <br />Opening Percent Spec.*Pass? <br />Size Finer (Percent) (X=Fail) <br />Material Description <br />Atterberg Limits (ASTM D 4318) <br />Classification <br />Coefficients <br />Date Received:Date Tested: <br />Tested By: <br />Checked By: <br />Title: <br />Source of Sample: BH-2 Depth: 1.5 <br />Sample Number: 2 <br />Client: <br />Project: <br />Project No: <br />Clay fine Sand <br />4.75mm <br />3.35mm <br />2mm <br />1.18mm <br />0.85mm <br />0.425mm <br />0.075mm <br />0.015mm <br />100.0 <br />99.2 <br />94.4 <br />74.0 <br />54.0 <br />31.8 <br />17.5 <br />19.3 <br />SC <br />Carlos Gonzalez <br />Detached ADU <br />25-R-109 <br />PL=LL=PI= <br />USCS (D 2487)=AASHTO (M 145)= <br />D90=D85=D60= <br />D50=D30=D15= <br />D10=Cu=Cc= <br />Remarks <br />*(no specification provided)