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Tested By: JJW <br />Weaver Consultants Group <br />Granger, Indiana <br />9/30/2020 <br />(no specification provided) <br />PL=LL=PI= <br />D90=D85=D60= <br />D50=D30=D15= <br />D10=Cu=Cc= <br />USCS=AASHTO= <br />* <br />Poorly Graded SAND <br />1" <br />3/4" <br />1/2" <br />3/8" <br />#4 <br />#8 <br />#16 <br />#30 <br />#50 <br />#100 <br />#200 <br />100.0 <br />100.0 <br />100.0 <br />99.5 <br />95.4 <br />87.3 <br />74.1 <br />52.2 <br />14.2 <br />2.9 <br />2.4 <br />2.8595 2.0458 0.7179 <br />0.5750 0.4075 0.3058 <br />0.2655 2.70 0.87 <br />SP <br />McCormick Engineering, LLC <br />Laurel Wood Drainage <br />4974-352-19-00 <br />Material Description <br />Atterberg Limits <br />Coefficients <br />Classification <br />Remarks <br />Source of Sample: Boring 1 Depth: 8.5-10 <br />Sample Number: 4 Date: <br />Client: <br />Project: <br />Project No:Figure <br />SIEVE PERCENT SPEC. <br />*PASS? <br />SIZE FINER PERCENT (X=NO)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"Coarse <br />% Gravel <br />Fine Coarse Medium <br />% Sand <br />Fine Silt <br />% Fines <br />Clay <br />0.0 0.0 4.6 10.8 52.1 30.1 2.46 in.3 in.2 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Particle Size Distribution Report ASTM C 136