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HomeMy WebLinkAboutSieve Soils Analysis down cape engineering, inc. SIEVE SOILS ANALYSIS 17-093 72 Capt Besse.xlsx �����'e�i�'� i ��� I � 2�17 . HEAL.TH DEPT. DATE OF REPORT: 7/18/17 .�OB : GRAIN SIZE ANALYSIS-SIEVE TEST ' t SITE: #72 Capt. Besse, Sou. Yarmouth, MA ; LOCATION: DCE Testhole SIEVE ANALYSIS Weight Sample(Grams): 159.7 SIZE `WEIGHT RETAINED : % RETAINED = % PASSED -------------��.,,.,......�sum..�............._.._.,...,,,,,,...............�----------- - � ................ , .. -- --- =..... ...�_.,,,,,,,,,,,�,,..., ; 1" 0.0_ 0.0%� 100.0% ��������������...�....���.���������.�,...�.........................�..�....m�����������������.....a�����������������-f������������������ 3/4" 0.0. 0.0%" 100.0% -------------=r_..,..........__„w..,...................._......_..............,,,,,,,,,,,.------------------}------------------ 1/2" : ..........................0.0 0.0%; 100.0% -------------�...........,..�..._...:,.,,,,,,,,,,,,,,,,,,,,., ....,..,...:------------------t------------------ 3/8" 0.0; 0.0%; 100.0% ------------�,,,,,,,,,,,,,_..._....................................�,,,,,,,,,,,,,,,,,,,,,,.,,,...._...�------------------�---------------o #4 � 0.0: 0.0%� 100.0/0 ------------�,,,,,,,,,,,,,,...................................,.�_,,,,,,.,,,.,........_._..s-----------------�,,.,,,,,, ,,,,,,,,..._._.............................._ #10 ; 14.0� 8.8%� 91.2% ------------e.,,,..,._...............................,�,_,,,,,,.,,..,..__.._.,.,..�.-----------------e,,,,,,,,,,,,,,,.,,,,.,_._........................_,,, #20 38.8: 24.3%; 75.7% -- ------------�,,.,._,...,....._.....................__,_,,,,,,,,,,.,.,.,...------------------o..................,�_�,,,,,,,,.,._.,,,,... 0 45.1� 28.2%= 71.8% ------------4_,.,,..,.._......_.._..�..............................................................r-----------------o..,...,.� _ _.__,,,..,,,.,,....._.._............ #50 : ..............115A�----------72 0%' 28.0% ------------�.............�_.,,............................ ,,,,,,,,,,,,,,,,,,., -------.-...._..._._.,.,.,.,.,..�,,,,,,,,,,,,,,,,, #80 : ,,,,,,,,,,,,,,143.5` 89.9%�_ __......10.:�% ' -------------�......,....._.__.............,....,.,,,.,,.,,_, ..........__...;.------------------ ........... #100 149.6; 93.7%: 6.3% � -------------�,,,,,,,,.,,,,......................................_._.,..,,,,,...,,,,,,,�.�..------------------�----------------- ' #200 � 158.5: 99.2%: 0.8% ���_________�............��������������������������..�.�....m......,...........M..�.�.�...��o-���________������-�-�____________�_�� PAN: 159.7; 100.0%: 0.0% --------------�--------------------------€------------------------------------- SAMPLE: ; 159.T NOTE: TEST ON PASSING#4 ONLY, 3.7% RETAINED ON#4 <45% O.K. RESULTS: • SOIL CLASSIFIED AS AASHTO A-1-b(GRANULAR, SAND)(UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE MEETS : #4 100% (TEST ONLY MATERIAL PASSING#4) #5010%-100% #100 0%-20% #200 0%-5% REQUIREMENT FOR"FILL" IN TITLE 5. �t�f��jNOFMASSqC <5% PASSING#200 SIEVE �o� DANIELA. ti�s� o OJALA ; RESULTS: PERMEABLE MATERIAL-CLASS I <2 MIN./IN. MATERIAL " CIVIL �' NONCOMPACTED q No.46502 �. SOIL DESCRIPTION: MEDIUM COARSE SAND P°�SS oNA�E G\��� � � �� � --/1 � �7- ig-��