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R <br />e <br />s <br />u <br />l <br />t <br />s <br /> <br />a <br />r <br />e <br /> <br />f <br />o <br />r <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />c <br />l <br />u <br />s <br />i <br />v <br />e <br /> <br />u <br />s <br />e <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br /> <br />c <br />l <br />i <br />e <br />n <br />t <br /> <br />f <br />o <br />r <br /> <br />w <br />h <br />o <br />m <br /> <br />t <br />h <br />e <br />y <br /> <br />w <br />e <br />r <br />e <br /> <br />o <br />b <br />t <br />a <br />i <br />n <br />e <br />d <br />. <br /> <br />Th <br />e <br />y <br /> <br />a <br />p <br />p <br />l <br />y <br /> <br />o <br />n <br />l <br />y <br /> <br />t <br />o <br /> <br />s <br />a <br />m <br />p <br />l <br />e <br />s <br /> <br />t <br />e <br />s <br />t <br />e <br />d <br /> <br />a <br />n <br />d <br /> <br />t <br />h <br />i <br />s <br /> <br />r <br />e <br />p <br />o <br />r <br />t <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />n <br />o <br />t <br /> <br />b <br />e <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />e <br />d <br />, <br /> <br />e <br />x <br />c <br />e <br />p <br />t <br /> <br />i <br />n <br /> <br />f <br />u <br />l <br />l <br />, <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />p <br />r <br />i <br />o <br />r <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />a <br />p <br />p <br />r <br />o <br />v <br />a <br />l <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br /> <br />a <br />g <br />e <br />n <br />c <br />y <br />. <br /> <br /> <br />P <br />a <br />g <br />e <br /> <br />1 <br /> <br />o <br />f <br /> <br />1 <br />Tested By: Jacob Checked By: <br />Stu Swenson, CET #60789 <br />Particle Size Distribution Report <br />ASTM C117 & C136 <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 />0 5 28 17 27 16 7 <br />6 <br />i <br />n <br />. <br />3 <br />i <br />n <br />. <br />2 <br />i <br />n <br />. <br />1½ i <br />n <br />. <br />1 <br />i <br />n <br />. <br />¾ i <br />n <br />. <br />½ 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 (ASTM C117 & C136)Material Description <br />Atterberg Limits <br />Coefficients <br />Classification <br />Test Remarks <br />Sample Date: <br />Source of Sample: TP-02; S2 Depth: 13 <br />Sample Number: 28636 <br />Client: <br />Project: <br />Project No:. <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 />Poorly graded sand with silt and gravel <br />1 1/2 <br />1 <br />3/4 <br />1/2 <br />3/8 <br />#4 <br />#10 <br />#20 <br />#40 <br />#60 <br />#80 <br />#100 <br />#200 <br />100 <br />100 <br />95 <br />87 <br />82 <br />67 <br />50 <br />37 <br />23 <br />13 <br />10 <br />9 <br />7.3 <br />14.4873 11.0851 3.4094 <br />1.9522 0.6006 0.2837 <br />0.1674 20.37 0.63 <br />SP-SM <br />As Received Moisture: 10.9% <br />F.M.=4.05 <br />04/16/2025 <br />Geosyntec Consultants <br />Cle Elum Transfer Station <br />25-514 <br />PL=LL=PI= <br />D90=D85=D60=D50=D30=D15=D10=Cu=Cc= <br />USCS=AASHTO= <br />*(no specification provided) <br />AAR Testing <br />and <br />Inspection, Inc.