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HomeMy WebLinkAboutSieve Soils Analysis i down cape engineering, inc. SIEVE SOILS ANALYSIS 22 IROQUOIS BLVD W YARMOUTH, MA ; � i i DATE OF REPURT: 1/12/17 .�OB : GRAIN SIZE ANALYSIS-SIEVE TEST " E SITE: 22 iroquois Bivd, West Yarmouth �!! � LOCATI(1N: B-Layer sample � � ; � SIEVE ANALYSIS Weight Sample(Grams): 151.0 SIZE ;WEIGHT RETAINED ; % RETAINED ; %PASSED ; (sum)-- ' � ' ��������w���������w..�• ���������������������������w����.�I���ws��ww������.�� .� 1" � O.Ot O.Q%� 100.096 ' w�w��������������.......�...........����M���������r������w�������������������� � 3/4" � ......��a---------------0__0%:.__---___100.0°!0 ----- -�................ ----- , 1/2" � OA� 0.0°k� 100.0°!0 � ' 3%8"---------{.......................0.0�---------------------�------------------ " ; � 0.0%; 100.09�0 .���'..��������f....................���.��Y�����������������M�M������������������ 1 . #a ; o.o: o.a�io; 100.0°10 -------....--•---------------------•--------------------b----------...._... ------ : ; #10 � 0.5� 0.3%� 99.7% � -------------�..........................a---------------------`----.......------- ' € #20 � 1a.8� 7.2°k� 92.8% ; '. ------------- --•--- ----- � ................. --- -------_______-_ f----.............. #40 ; 45.8; 3Q.3°k; 89.7% : � , , #5O_________''................... ...Y___________________Y""'...""""" , �62.8: 41.6°!0; 58.49�0 --------------•------------------ ------------------------- ' �------------------ #80 : �114.6: 75.9%� 24.1% ' --------------•-----------------------------------------------�------------------ #100 : 125.5' 83.1%� 16.9% ; !, --------------�------------------------•-a---------------------�------------------ � #200 � --147A� 97.4%� 2.6% '' --------------t--------•--------- ---,}---------------------1------------------- , PAN: ; 150.7; 100.0%; OA% ' --------------�--------------------------*---------------------------------------- ; SAMPLE: ; 151.0: ; 3 i � NOTE:TEST ON PASSING#4 ONLY,0.0°!o RETAINED�N#4<45°k O.K. � � � � f i � s i RESULTS: � i � SOIL CLASSIFIED AS AASHTO A-3(FINE SAND)(UNCOMPACTED) ; PERCENTAGE OF MATERIAL PASSING#4 SIEVE: #4 100% (TEST ONLY MATERIAL PASSING#4) OK #5010°�f,-100% OK #100 0%-20°k OK #200 0%-5°h OK SAMPLE MEETS TITIE 5 FILL SPECIFICATION >9T%SAND � � RESULTS: PERMEABLE MATERIAL-CW�.SS I<5 MIN.IIN. MATERIAL(0.74 GPM/SF) � NONCOMPACTED � SOIL DESCRIPTION: FINE SAND ��k��^jN�FM'�Ssqcy ; �a DANIELA. �� � o OJALA � � � CIVIL "' � ' � No.46502, � # ' �' �p , [ , �� � � i S�ONAL E� � � � ' � ' � I i I