Laserfiche WebLink
v cror kngineering Inc. <br /> 124MI--IftA&*=Vim.cA53 M241a PARTICLE SIZE ANALYSIS <br /> ueORATORY SERWCES <br /> LABORATORY WORKSHEET <br /> Project Name: Project No: ASTM <br /> sample/D: L It D z( 6 o S,o 3 <br /> _�o Descrtption: DATE <br /> 1 <br /> ST Lk-, le <br /> �CLP,Total Sample 10 2 d-lj3 <br /> SAMPLE WEIGHTS M�stSP lit Sample <br /> Mass <br /> lit sieve on Content Sieved DENSITY DETERMINATION <br /> fors <br /> Date: / By. "-JO Sam /e <br /> Tare No.or Name: Sam le He ht, H: in. <br /> Z` a Diameter,D: <br /> Tare+Wet Soil Mass: g 36, 6 Sam le in. <br /> Tare+ Dry Soil Mass: g $Z t, Z Wet Soil Tare mass <br /> Tare Mass: Tare Mass: <br /> 9 ' Massil <br /> Water Mass: g Wet So <br /> 'C� � <br /> Dry Soil Mass: g 3 4 Volume Factor,4.85/(D2xH): <br /> Water Content: ° Wet Dens' PCf <br /> Total Dry Soil Mass: D Dens' : Pcf <br /> NOTE Vdume F qr uses the H 6 D to kUlm, TAe Wet SCU rtgss <br /> STANDARD SIEVE. EM <br /> SIEVE ANALYSIS <br /> SI@Ve Particle SPLIT SIEVE.• <br /> lndn�lduaf Cumulative Individual Cumulative Cumulative <br /> � Size Slze Mass <br /> Mass Percent Percent Percent <br /> mm Retained Retained Comment <br /> 4" 100 Retained Retained Passin <br /> 3" 76 <br /> 2" 50 <br /> 1.5" 38 <br /> 1.0" 25.4 <br /> .75" 19.1 0 Da /00 <br /> .50". 12.7 <br /> .375" 9.5 <br /> V #4 4.75 <br /> #8 2.36 <br /> #10 2.00 <br /> #16 1.18 <br /> #20 0.85 <br /> #30 0.60 <br /> #40 0.425 j p, <br /> U s <br /> #60 0.300 • ' ?,8 �, j <br /> #100 0.150 <br /> #200 0.075 <br /> Pan . � /7.( Z,-�,� (� <br /> e r73. Lf — > 60 <br /> Total ° <br /> SIEVE ANALYSIS ` <br /> Labexcel/Grain-1/Sieve 4/1512003 <br />