Loading...
HomeMy WebLinkAboutSoil Analysis down cape engineering, inc. SIEVE SOILS ANALYSIS 8 McNAMARA ROAD,W. YARMOUTH.xlsx DATE OF REPORT: 1/27/2022 .JOB : GRAIN SIZE ANALYSIS-SIEVE TEST MAR 1 , i122 SITE: 8 McNAMARA ROAD, WEST YARMOUTH LOCATION: DARREN MEYER TEST HOLE SIEVE ANALYSIS Weight Sample(Grams): 217.4 SIZE WEIGHT RETAINED % RETAINED % PASSED (sum) 1" 0.0: 0.0% 100.0% 3/4" 0.0,E 0.0%` 100.0% 1/2" 0.0: 0.0% 100.0% 3/8" 0.0; 0.0%; 100.0% #4 0.01 0.0%T 100.0% #10 19.2.1 8.8%: 91.2% #20 82.51 37.9%: 62.1% #40 149.2! 68.6%; 31.4% #50 " 177.31 81.6%; 18.4% #80 204.61 94.1%1 5.9% #100 208.71 96.0%: 4.0% #200 214.4: 98.6%: 1.4% PAN: ; 215.9; 100.0%; 0.0% SAMPLE: r 217.4; NOTE:TEST ON PASSING#4 ONLY, 6.9% 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 ^"^' , #50 10%-100% OK °" % (�� �.t.; ,',,-' #1000%-20% OK .1. n /[ IriLLA\1,.,,\'-., #200 0%-5% OK t, I,'\ \ \r SAMPLE MEETS TITLE 5 FILL SPECIFICATION <I`' ( I'`'I `n'` k1 I:., / ,':i)2 / >98%SAND Q 4 C; '/<;l t t'4r' �, ,x RESULTS: PERMEABLE MATERIAL-CLASS I<2 MIN./IN. MATERIAL ,,, _, ,L-rt,,, NONCOMPACTED L SOIL DESCRIPTION: MEDIUM/COARSE SAND