Laserfiche WebLink
Vve <br /> ctr Engineering Inc® <br /> 'Z `oe'ftk Grass v.6,;cA&W72-24a PARTICLE SIZE ANALYSIS <br /> LABORATORY SERVICES <br /> LABORATORY WORKSHEET <br /> Cl1@ Project Name: <br /> Project No: ASTM <br /> rotU'J ikI e n r i- <br /> ID: Descripton: <br /> � amore <br /> Total sample 3 �� -� �� ����`-2 1 -26 <br /> Splrt Sample <br /> SAMPLE WEIGHTS Mass Mo"�� Sieved <br /> Content DENS/7Y DETERMINATION <br /> fors lit sieve on Sam � � <br /> Date: / By. <br /> Tare No.or Name: Sam le <br /> P—7 Sample Diameter,D: in. <br /> Tare+Wet Soil Mass: g 6 �, <br /> Tare+ D Soil M. <br /> Wet Soil Tare mass <br /> ry g S 3. ' Tare Mass: <br /> Tare Mass: 9 ,c� g <br /> Water Mass: g Wet Soil Mass <br /> �7..5 , <br /> Dry Soil Mass: 9 3 q Volume Factor,4.85/(D2xH): <br /> Water Content: Wet Dens <br /> % i Pct <br /> z,'1 <br /> Total Dry soil Mass: / ® Densi : Pct <br /> g 6 3 1 NOTE Volwne Fader me H s D fn Inches. The Wet aoU <br /> STANDMD SIEVE.• SIEVE ANALYSIS <br /> SPUT SIEVE.• E= <br /> SI@V@ PaftJCl@ lnd%VidUal CUn')Ulat%V@ IndIVIdUaI CUn?Ulat%V@ CUmUlatlV@ <br /> Slze size Mass <br /> � Mass Percent Percent Percent <br /> mm Retained Reta%ned Comments <br /> 4" 100 <br /> Retained Retained Passin <br /> 3" 76 <br /> 2" 50 <br /> 1.5" 38 <br /> 1.0" 25.4 <br /> .75" 19.1 <br /> 12.7 <br /> V .375" 9.5 <br /> ✓ #4 4.75 2 K r°� �E'1, 3 ®`� J6 ( 3 f civ <br /> #8 2.36 <br /> #10 2.00 <br /> #16 1.18 <br /> #20 0.85 <br /> #30 0.60 <br /> #40 0.425 3 3 , 3 6 br <br /> #60 0.300 <br /> 60, 0 <br /> y'�, /, 3 <br /> #100 0.150 <br /> #200 0.075 � 3 5'` 7 <br /> Pan 6 <br /> Total <br /> SIEVE ANALYSIS r t <br />