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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: TW 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 />Owner Performed Structural Fill <br />% +3"Coarse <br />% Gravel <br />Fine Coarse Medium <br />% Sand <br />Fine % Fines <br />59.5 21.1 11.2 0.3 0.3 0.3 7.36 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 />Location: N 59,090 E 37,580 <br />Sample Number: HCBF-01-R Depth: 10,180' <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 silty gravel <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 />91.6 <br />75.9 <br />45.9 <br />40.5 <br />36.2 <br />30.7 <br />24.0 <br />19.4 <br />14.5 <br />10.9 <br />8.2 <br />8.0 <br />7.7 <br />7.6 <br />7.4 <br />7.4 <br />7.3 <br />100 <br />40-100 <br />0-25 <br />NP NV NP <br />288.1990 251.6605 143.5747 <br />114.1792 36.6146 13.2367 <br />8.4113 17.07 1.11 <br />GM A-1-b <br />Owner Performed Structural Fill <br />06/13/2024 <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 />*Owner Performed Structural Fill <br />HCBF-1-R