Laserfiche WebLink
Vector Engineering Inc. <br /> 124MLwwjab i, V `&=-M-240 PARTICLE SIZE ANALYSIS <br /> LABORATORY SERWC,ES <br /> LABORATORY WORKSHEET <br /> Client ProJect Name: ASTM D-422 <br /> Protect No: <br /> �- F <br /> Sample!D: Description. agrE <br /> 3 F <br /> c r"a-� n•�,� v-a <br /> 0-20 -c)-3 <br /> Total Sample Split Sample <br /> SAMPLE WEIGHTS Mass Mastum <br /> fors lit sieve on Sieved <br /> Content DENSITY DETERMINATION <br /> Sam � � <br /> Date: / By. i r-2z+- 31 ;�, <br /> Tare No.or Name: Sample Height, H: in. <br /> C) Sample Diameter,D: in. <br /> Tare+Wet Soil Mass: g y O <br /> Tare+ Dry Soil Mass: g Wet Sal Tare mass <br /> Tare Mass <br /> Tare Mass: 9 <br /> Water Mass: �' 5" Wet SOA Mass <br /> Dry Soil Mass: Volume Factor,4.85t(D2xH): <br /> 9 6-5-5-, 3 Wet Density, Pd <br /> Water Content: % 2 ( ?- <br /> Li <br /> Total Dry Soil Mass: ® Density: Pcf <br /> g S ` Z �5 Z,8 NOTE: Vdtutp Ftt�tar tees the M&Din Indies. The Wet sdi rttass <br /> SIEVE ANALYSIS <br /> STANDARD S/EVE.• <br /> $ SPUT SIEVE.• <br /> Sieve Panicle lndividual Cumulative Individual Cumulative Cumulative <br /> Size Size Mass Mass Percent Percent Percent <br /> mm Retained COMM <br /> Retained Retained Retained Passing <br /> 4" 100 <br /> 3" 76 <br /> 2" 50 <br /> 1.5" 38 <br /> 1.0" 25.4 <br /> .75" 19.1 <br /> .50" 12.7 <br /> .375" 9.5 <br /> #4 4.75v 1 1? f U v <br /> 9• 7 2J `1 ' 7 <br /> #8 2.36 <br /> #10 2.00 <br /> #16 1.18 <br /> #20 0.85 <br /> #30 0.60 <br /> #40 0.425U . 7 6 ` ', 3 3 c� <br /> #60 0.300 <br /> #100 0.150 <br /> #200 0.075 , : C�D 3 �t„ .� ®, Ll 3 <br /> / Pan . fo <br /> Total <br /> SIEVE ANALYSIS ntCked <br /> Labexcel/Grain-1/Sieve 4/15/2003 <br />