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HomeMy WebLinkAboutSieve Analysis , - down cape engineering, inc. SIEVE SOILS ANALYSIS 142 ROUTE 6A, YARMOUTH.xIsx DATE OF REPORT: 8/19/2022x���� JOB : GRAIN SIZE ANALYSIS-SIEVE TEST MAR 3 SITE: 142 ROUTE 6A, YARMOUTH 0 2023 LOCATION: ALL CAPE SEPTIC TEST HOLE HEAL-DEP7- SIEVE ANALYSIS Weight Sample(Grams): 99.9 SIZE WEIGHT RETAINED % RETAINED % PASSED (sum ) 0.0: 0.0% 100.0% 3/4" 0.0: 0.0%` 100.0% 1/2" 0.0; 0.0% 100.0% 3/8" 0.0T 0.0%r 100.0% #4 0.0- 0.0%r 100.0% #10 19.0: 19.0% 81.0% #20 49.5i 49.5%, 50.5% #40 76.8 76.9%; 23.1% #50 86.7i 86.8% 13.2% #80 96.0: 96.1%: 3.9% #100 97.21 97.3%` 2.7% #200 99.0 99.1%; 0.9% PAN: 99.77 100.0%r 0.0% SAMPLE: 99.9: NOTE:TEST ON PASSING#4 ONLY, 6.4% 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 ,1-\--H OF'ifas,-,� C #5010%-100% OK �t�� DANIEL A. -s�N #100 0%-20% OK o OJALA #200 0%-5% OK 1" CIVIL <4} SAMPLE IS MEETS TITLE 5 FILL SPECIFICATION \ �No.465020 2 >99% SAND o� F�,STEoc��``i `. /ON E RESULTS: PERMEABLE MATERIAL-CLASS I <2 MIN./IN. MATERIAL �,... �l NONCOMPACTED SOIL DESCRIPTION: MEDIUM SAND Y/1 9(21 .,,---Clown cape engineering, inc. SIEVE SOILS ANALYSIS 142 ROUTE 6A, YARMOUTH.xlsx DATE OF REPORT: 8/19/2022 �_ JOB : GRAIN SIZE ANALYSIS-SIEVE TEST ���� SITE: 142 ROUTE 6A, YARMOUTH MAR 3 p 2023 LOCATION: ALL CAPE SEPTIC TEST HOLE H ,4L.DEP r. SIEVE ANALYSIS Weight Sample(Grams): 99.9 SIZE WEIGHT RETAINED % RETAINED % PASSED (sum ) 3/4" 0'0: 0.0% 100.0% 3/2" 0.0: 0.0%: 100.0% 3/ 0.0Y 0.0%1 100.0% #4 0.01 0.0%: 100.0% #20 19.01 19.0%; 81.0% #20 49.5: 49.5%: 50.5% #50 76.8: 76.9%! 23.1% #50 86.7Y 86.8%1 13.2% #100 96.01 96.1%: 3.9% #2001 97.2: 97.3%: 2.7% PAN: 99.0: 99.1%; 0.9% SAMPLE: :1. 99.7' 100.0%; 0.0% 99.9r NOTE:TEST ON PASSING#4 ONLY, 6.4% 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#50 10%-100% OK �� �SN of M4S�, #100 0%-20% OK ion H�` #200 0%-5% OK <t DANIELA ��' /o OJALA t) SAMPLE IS MEETS TITLE 5 FILL SPECIFICATION 1 U CIVIL 0 t >99% SAND �, No. 46502 RESULTS: PERMEABLE MATERIAL-CLASS I <2 MIN./IN. M \ / "" NONCOMPACTED ATERIAL ( �, /- v SOIL DESCRIPTION: MEDIUM SAND 4