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Vector Engineering Inc, PARTICLE S/ ANALYSIS <br /> 143E Spring Hill Drive,Grass Valley,CA 95945 (530)272.2448 <br /> LABORATORY SERVICES QC-CHECK SHEET <br /> ASTM C-136 <br /> Client/Project Name: Project No: LSN: <br /> Forward Inc. /Forward Landfill 021605.03 1084C <br /> Sample ID: Description: Date: <br /> C2-2 Gravel February 2, 2004 <br /> Total Sample Split Sample <br /> SAMPLE WEIGHTS Mass Moisture Sieved CALCULATIONS <br /> Content <br /> (Optional) Sample <br /> Date: / By: 02-02-04/ND -#4 = 0 <br /> Tare No. or Name: +#4 = 0 <br /> Tare+Wet Soil Mass: g 0.0 0.00 20234.00 <br /> Tare + Dry Soil Mass: g 0.00 20234.00 <br /> Tare Mass: g 0.0 0.00 0.00 <br /> Water Mass: g #VALUE! 0.00 0.00 <br /> Wet Soil Mass: g 20234.0 0.00 20234.00 #200 check calculation <br /> Dry Soil Mass: g 20234.0 0 20234.00 Dry washed soil&tare mass: <br /> Water Content: % 0.00 0.00 +#200 washed soil mass: <br /> Total Dry Soil Mass: g 20234.00 The above mass of+#200 soil should be app.=to below <br /> SIEVE ANALYSIS <br /> SPLIT SIEVE: <br /> Sieve Particle Individual Cumulative Individual Cumulative Cumulative <br /> 0 Size Size Mass Mass Percent Percent Percent Comments <br /> (mm) Retained Retained Retained Retained Passing <br /> 4 101.60 0 0 0.0 0.0 100.0 <br /> 3 1 76.20 0 0 0.0 0.0 100.0 <br /> 3 76.20 0 0 0.0 0.0 100.0 <br /> 2 50.80 0 0 0.0 0.0 100.0 <br /> 1 25.40 544 544 2.7 2.7 97.3 <br /> 3/4 19.05 2895 3439 14.3 17.0 83.0 <br /> 1/2 12.70 9763 13202 48.3 65.2 34.8 <br /> j <br /> 53 4918 18120 24.3 89.6 10.4 <br /> 4E4.75 2114 20234 1 10.4 100.0 0.0 <br /> #8 2.36 0 0.00 <br /> #10 2.00 0 0.00 <br /> #16 1.18 0 0.00 <br /> #20 0.85 0 0.00 <br /> #30 0.60 0 0.00 <br /> #40 0.43 0 0.00 <br /> #50 0.30 0 0.00 <br /> #100 0.15 0 0.00 <br /> #200 0.08 0 0.00 <br /> Pan 0 0.00 0.0 <br /> Total 0 0.0 FM = <br /> : a xcel I Projects rint Vate: tntered ffy.- meviewed <br /> 02/02/04 ND 1084C <br /> DCN: MA-ws(rev. 12/10/03) �� <br />