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Vector Engineering Inc. TICLSIZE 143E Spring Hot Drive,Grass Valley,CA 95945(530)272-2448 ANALY l S <br /> LABORATORY SERVICES QC-CHECK SHEET <br /> Client/Project Name: ASTM D-422 <br /> Project No: LSN: <br /> Allied Waste /Forward Landfill 021605.03 9978 <br /> Sample ID: Desaiptton: <br /> CG- JE -1" Gravel Date: October 1,2003 <br /> Total Sample Split Sample <br /> SAMPLE WEIGHTS Mass Moisture Sieved CALCULATIONS <br /> Content <br /> (Optional) Sample <br /> Date: / By: 9-22/JC <br /> Tare No. or Name: 0 <br /> Tare+Wet Soil Mass: g 22737.0 0.00 100.00 <br /> Tare+ Dry Soil Mass: g 22737.0 0.00 100.00 <br /> Tare Mass: 9 0.0 0.00 0.00 <br /> Water Mass: g 0.0 0.00 0.00 <br /> Wet Soil Mass: 9 22737.0 18.0 0.00 100.00 #200 check calculation <br /> Dry Soil Mass: g 22737.0 18.0 0 100.00 Dry washed soil&tare mass: <br /> Water Content: % 0.00 0.00 +#200 washed soil as <br /> Total Dry Soil Mass: 9 22737.00 The above mass of+#200 soil should be app.=to below <br /> SIEVE ANALYSIS <br /> STANDARD SIEVE- SPLIT SIEVE: <br /> Sieve Particle Individual Cumulative Individual Cumulative Cumulative <br /> 05 Size Size Mass Mass Percent Percent Percent Comments <br /> ' (mm) Retained Retained Retained Retained Passing <br /> 4.0 101.60 0 0 0.0 0.0 100.0 <br /> 3.0 76.20 0 0 0.0 0.0 100.0 <br /> 2.0 50.80 0 0 0.0 0.0 100.0 <br /> 1.5 38.10 0 0 0.0 0.0 100.0 <br /> 1.0 25.40 0 0 0.0 0.0 100.0 <br /> 0.75 19.05 7003 7003 30.8 30.8 69.2 <br /> 0.50 12.70 14539 21542 63.9 94.7 5.3 <br /> 0.375 9.53 1107 22649 4.9 99.6 0.4 <br /> #4 4.75 70 22719 0.3 99.9 0.1 <br /> #8 2.36 0 0.00 0.0 99.9 0.1 <br /> #10 2.00 0 0.00 0.0 99.9 0.1 <br /> #16 1.18 0 0.00 0.0 99.9 0.1 <br /> #20 0.85 0 0.00 0.0 99.9 0.1 <br /> #30 0.60 0 0.00 L 0.0 99.9 0.1 <br /> #40 0.43 0 0.00 0.0 99.9 0.1 <br /> #50 0.30 0 0.00 0.0 99.9 0.1 <br /> #100 0.15 0 0.00 0.0 99.9 0.1 <br /> #200 0.08 0 0.00 0.0 99.9 0.1 <br /> Pan 0 0.00 0.1 <br /> Total 0 0.1 <br /> LaDeXCel I ProjeCtS 120021027Wb I 991B-MA Print Vare: 2:11ferea py Kevleweu fly: <br /> DCN: MA-ws(rev. 03/31/03) 01/26104 ES 9976 <br />