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HomeMy WebLinkAboutSieve Analysis ck wn cape engineering, inc.SIEVE SOILS ANALYSIS 28 DOHERTY LANE WEST YARMOUTH, MA DATE OF REPORT: 12/13/17 JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 28 DOHERTY LANE, WEST YARMOUTH LOCATION: DCE TEST HOLE SIEVE ANALYSIS Weight Sample(Grams): 155.4 SIZE WEIGHT RETAINED % RETAINED % PASSED (sum ) 1" 0.0: 0.0%: 100.0% 3/4" 0.01 0.0%1 100.0% 1/2" 0.0 0.0%; 100.0% 3/8" 0.01 0.0%1 100.0% Y #4 0.0; 0.0%: 100.0% #10 11.61 7.5%: 92.5% #20 65.01 41.8%L 58.2% #40 111.8; 71.9%; 28.1% #50 126.41 81.3% 18.7% #80 143.64 92.4%1 7.6% #100 148.01 95.2%, 4.8% #200 151.8; 97.7% 2.3% PAN: 153.2: 100.0% 0.0% SAMPLE: : 155.4: NOTE:TEST ON PASSING#4 ONLY, 2.5% RETAINED ON#4<45% O.K. RESULTS: • SOIL CLASSIFIED AS AASHTO A-1-b(GRAVEL&SAND) (UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE : #4 100% (TEST ONLY MATERIAL PASSING#4) OK #5010%-100% OK #100 0%-20% OK #200 0%-5% OK SAMPLE MEETS TITLE 5 FILL SPECIFICATION >97%SAND RESULTS: PERMEABLE MATERIAL-CLASS I<2 MIN./IN. MATERIAL NONCOMPACTED °M Sq SOIL DESCRIPTION: COARSE SAND 70�� DANIEL A. ctiGs�:, OJALA a` IQ CIVIL No.46502