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HomeMy WebLinkAboutSieve Analysis down cape engineering, in6IEVE SOILS ANALYSIS 61 HOMESTEAD LANE, YARMOUTH PORT.xlsx DATE OF REPORT: 4/7/2022 JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 61 HOMESTEAD LANE, YARMOUTH PORT LOCATION: EAS SURVEY TEST HOLE SIEVE ANALYSIS Weight Sample(Grams): 158.9 SIZE WEIGHT RETAINED % RETAINED % PASSED (sum ) 1" 0.0 0.0%r 100.0% 3/4" 0.0 0.0%` 100.0% 1/2" 0.0 0.0% 100.0% 3/8" r 0.0 0.0% 100.0% #4 0.0 0.0%:- 100.0% #10 7.2 4.5%: 95.5% #20 45.6 28.7% 71.3% #40 98.5 62.0% 38.0% #50 118.4 74.5% 25.5% #80 140.6 88.5% 11.5% #100 145.5 91.6% 8.4% #200 155.4 97.8% 2.2% PAN: 157.4 100.0% 0.0% SAMPLE: 158.9T NOTE:TEST ON PASSING#4 ONLY, 0.6% RETAINED ON#4 <45% O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-1-b(GRAVEL AND 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 c.y NONCOMPACTED 4° DANIEL A. ,, cs SOIL DESCRIPTION: MEDIUM/COARSE SAND /6 OCIVI`L y't \ No.46:E.02 \�°�F\.N,:;:.;/00.1 S TRS:4,,sse I k J 9 h/tip