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Test results included in this report relate only to the items inspected or tested. This report shall not be reproduced, in full, without prior written approval of NewFields.Tested By: Checked By: TW <br />Particle Size Distribution Report <br />ASTM D6913 <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 />Structural Fill <br />% +3"Coarse <br />% Gravel <br />Fine Coarse Medium <br />% Sand <br />Fine % Fines <br />27.1 20.5 17.6 7.5 8.8 9.9 8.66 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)Material Description <br />Atterberg Limits <br />Coefficients <br />Classification <br />Test Remarks <br />Sample Date: <br />Source of Sample: Structural Fill <br />Sample Number: SF-02-R <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 />Brown well-graded gravel with silt and sand <br />24" <br />12" <br />8" <br />4" <br />3" <br />2" <br />1.5" <br />1" <br />.75" <br />.5" <br />.375" <br />#4 <br />#8 <br />#16 <br />#40 <br />#50 <br />#100 <br />#200 <br />100.0 <br />100.0 <br />96.8 <br />80.6 <br />72.9 <br />65.8 <br />60.3 <br />56.8 <br />52.4 <br />46.1 <br />41.8 <br />34.8 <br />28.3 <br />24.7 <br />18.5 <br />15.6 <br />10.5 <br />8.6 <br />100 <br />40-100 <br />0-25 <br />NP NV NP <br />146.5125 120.5143 37.2389 <br />16.3272 2.9038 0.2782 <br />0.1337 278.52 1.69 <br />GW-GM A-1-a <br />06/25/2024 <br />Newmont Cripple Creek and Victor Gold Mine <br />VLF2 Phase 3 Stage B Subgrade and Leak Detection <br />475.0106.069 <br />PL=LL=PI= <br />D90=D85=D60=D50=D30=D15= <br />D10=Cu=Cc= <br />USCS=AASHTO= <br />*Structural Fill <br />SF-02-R