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HomeMy WebLinkAboutSieve Analysis 1 � ' " down cape engineering, in61EVE SOILS ANALYSIS 29 OUTWARD REACH YARMOUTH PORT, MA i DATE OF REPORT: 10/27/15 ' .JOB : GRAIN SIZE ANALY313-SIEYE TEST ' SITE: 29 OUTWARD REACH, YARMOUTH PORT ' j LOCATION: DARREN MEYER TEST HOLE ; 1 I I f SIEVE ANALYSIS Weight Sample(Grams): 146.4 SIZE :WEIGHT RETAINED : %RETAINED ',• %PASSED � � : _ I ------------- ......�sum..?.........................'_.---------------------:..... ...................o.. ' 1" . 0.0� 0.0%' 100.0/0 �������h.......................................... ..�������������� �k�������� � ������ ......... ������ ��������� 3/4" 0.0; 0.0%; 100.0% -------------s.......................................................--------------------------------------- 1/2" 0.0: 0.0%� 100.0% -------------�.......................................................---------------------�----------------- 3/8" 0.0; 0.0%; 100.0% -------------:.......................................................--------------------------------------- 0.0: 0.0%; 100.0°k �������������p.....................................................����������������������0..................................... 10 `...........................................17,6: 12.0%: 88.0% ------ ..z- --------- ................. ----- --; ..... ; - -------o-:.. ............o.. 0 57.4' 39.2/o� 60.8/o '����"����'�h.....................................................}�������������""�"�7..................................... 0 1�.4; 72.7%= 27.3% -------------.....................................................:---------------------:................................o.. 0 129.5' 88.5%' 11.5/o -------------�......................................................---------------------s..................................... 0 141.4: 96.6%; 3.4% -------------:.......................................................--•------------------..................................... 100 142.8� 97.5%• 2.5% ' """""_"L.....................................................r-'-'-"----.._"""'.e-""""""""' 00 144.7; 98.8%; 1.2% -------------:......................................................----------------------------------------- PAN: 145.3: 100.0%� 0.0% -F------------------ -•- -------------------ti---------------- �.������'���� ������� � � SAMPLE: : 146.4: NOTE:TEST ON PASSING#4 ONLY, 8.5%RETAINED ON#4<45%O.K. i { RESULT3: j _ SOIL CLA3SIFIED AS AASHTO A-1-b(GRAVEL 8�SAND)(UNCOMPACTED) ; PERCENTAGE OF MATERIAL PASSING#4 SIEVE : , #4 1�% (TEST ONLY MATERIAL PASSING#4) OK , #5010%-100% OK #100 0%-20% OK #200 0%-5% OK I SAMPLE MEETS TITLE 5 FILL SPECIFICATION �P,t"oF"'q.s,sq a� cy >98%SAND �' i)AM1lIEL A �� � o OJALA °; RESULTS:PERMEABLE MATERIAL-CLAS3 I<2 MIN.IIN.MATERIAL(0.74 GP C�vit_ � ; NONCOMPACTED ,� N° 4e�Gz � i� 301L DESCRIPTION: MEDIUM SAND AND GRAVEL �°�F�'�''�s,��'���'�'� �i SS'�ovn� E''" I � C � � ; ��-i.-�-�� �