Laserfiche WebLink
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 />Structural Fill <br />% +3"Coarse <br />% Gravel <br />Fine Coarse Medium <br />% Sand <br />Fine % Fines <br />28.5 27.1 16.0 6.0 8.9 4.0 9.56 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-01-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 silty gravel with 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 />94.2 <br />89.6 <br />79.8 <br />71.5 <br />63.9 <br />56.9 <br />50.2 <br />44.4 <br />39.7 <br />35.1 <br />28.4 <br />23.5 <br />19.0 <br />13.5 <br />10.8 <br />9.6 <br />9.5 <br />100 <br />40-100 <br />0-25 <br />NP NV NP <br />209.7336 138.6636 43.3882 <br />25.1288 5.7590 0.5468 <br />0.2354 184.29 3.25 <br />GM A-1-a <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 />*Structural Fill <br />SF-01-R