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HomeMy WebLinkAboutSieve Soil Analysis down cape engineering, inc. SIEVE SOILS ANALYSIS 161 ROUTE 6A, YARMOUTH.xlsx I_ DATE OF REPORT: 10/26/2021 JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 161 ROUTE 6A, YARMOUTH LOCATION: SHAY ENVIRONMENTAL TEST HOLE # ill SIEVE ANALYSIS Weight Sample(Grams): 356.2 SIZE WEIGHT RETAINED % RETAINED % PASSED (sum ) 1" 0.0: 0.0% 100.0% 3/4" 0.01 0.0% 100.0% 1/2" 0.0; 0.0%; 100.0% 3/8" 0.01 0.0%1 100.0% #4 0.01 0.0%1100.0% #10 17.8: 5.0%: 95.0% #20 101.91 28.6%i 71.4% #40 295.0; 82.8%; 17.2% #50 333.71 93.7% 6.3% #80 346.7 97.3%: 2.7% #100 348.3: 97.8%: 2.2% d , #200 352.2: 98.9%; 1.1% PAN: 353.2: 100.0%1 0.0% SAMPLE: r 356.21 NOTE:TEST ON PASSING#4 ONLY,4.8% 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% CLOSE #100 0%-20% OK #200 0%-5% OK _ SAMPLE IS CLOSE TO MEETING TITLE 5 FILL SPECIFICATION �zri cs >98%SAND 1r��v DANIEL A. r fa OJALA ,' RESULTS: PERMEABLE MATERIAL-CLASS I<2 MIN.IIN. MATERIAL CML v'1 NONCOMPACTEDNo.46502 SOIL DESCRIPTION: MEDIUM/COARSE SAND 'P°. crsr�R�� 4<u,, ' down cape engineering, inc. SIEVE SOILS ANALYSIS 161 ROUTE 6A, YARMOUTH#2.xlsx DATE OF REPORT: 10/26/2021 JOB : GRAIN SIZE ANALYSIS-SIEVE TEST I SITE: 161 ROUTE 6A, YARMOUTH LOCATION: SHAY ENVIRONMENTAL TEST HOL #2 SIEVE ANALYSIS Weight Sample(Grams): 140.2 SIZE WEIGHT RETAINED % RETAINED % PASSED (sum) 1" 0.0: 0.0%: 100.0% 3/4" 0.01 0.0% 100.0% 1/2" 0.0i 0.0%; 100.0% 318" ' o.of, 0.0%1 100.0% #4 0.07 0.0%v 100.0% #10 13.4: 9.6%: 90.4% #20 45.21 32.2%1 67.8% #40 100.2; 71.5%; 28.5% 450 120.41 85.9% 14.1% #80 130.91 93.4%; 6.6% #100 132.61 94.6%` 5.4% #200 136.7; 97.5%: 2.5% PAN: 138.OY 100.0%; 0.0% SAMPLE: ; 140.2; NOTE:TEST ON PASSING#4 ONLY,24.7% 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% OKE OF 44 #200 0%-5% OK ``` 0 SAMPLE MEETS TITLE 5 FILL SPECIFICATION 49 DANIEL A. %. Ig ° ALA >97%SAND +cx CIVIL 0 a Na 46502 ik- RESULTS: PERMEABLE MATERIAL-CLASS I<2 MIN./IN. MATERIAL `°•. . •c� „, 9 `` NONCOMPACTED 6,s -IsTsioNAL r' c'``' SOIL DESCRIPTION: MEDIUM/COARSE SAND _ -__ - ( 0 / . )