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HomeMy WebLinkAboutSieve Soils Analysis, down cape engineering,inc. SIEVE SOILS ANALYSIS 141 ROUTE 6A YARMOUTH PORT, MA DATE OF REPORT: 12/15/17 .JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 141 ROUTE 6A, YARMOUTH PORT LOCATION: DCE TEST HOLE SIEVE ANALYSIS Weight Sample(Grams): 144.9 SIZE WEIGHT RETAINED %RETAINED %PASSED (sum) 1" 0.0: 0.0%: 100.0%_ 3/4" 0.01_ 0.0%J; 100.0% -1/2" 0.0 0.0%: 100.0% 318" 0.0': 0.0%; 100.0% #4 0.0: 0.0%: 100.0% #10 0.0_ 0.0%k 100.0% #20 0.71 0.5%4 99.5% 4 #40 1.8i 1.2%: 98.8% #50 2.1'; 1.4% 98.6% #80 5.21 3.6%: 96.4% #100 38.61 26.6%1 73.4% #200 109.2: 75.4%: 24.6% PAN: 140.2: 100.0% 0.0% SAMPLE: r 144.9; NOTE:TEST ON PASSING#4 ONLY,2.5%RETAINED ON#4<45%O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-2-4(SILTY OR CLAYEY GRAVEL&SAND)(UNCOMPACTEI PERCENTAGE OF MATERIAL PASSING#4 SIEVE: #4 100% (TEST ONLY MATERIAL PASSING#4) OK #5010%-100% OK #100 0%-20% DOES NOT MEET #200 0%-5% DOES NOT MEET --�jOF s SAMPLE DOES NOT MEET TITLE 5 FILL SPECIFICATION 4 Sgoy >75%SAND �° DANIEL A. Vis` ,a OJALA '124, CIVIL 1' RESULTS: PERMEABLE MATERIAL-CLASS I<8 MINJIN.MATERIAL ! ° No.46502 ' NONCOMPACTED \"'•oo w� SOIL DESCRIPTION: SILTY FINE SAND �c. GisTe9.soNAL E 6