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HomeMy WebLinkAboutSieve Analysis : , � � down cape engineering, inc. SIEVE SOILS ANALYSIS 69 CAMP STREET W.YARMOUTH,MA DATE OF REPORT: 1/19/17 JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 69 Camp Street, West Yarmouth LOCATIOPI: Eco Tech Test Hole SIEVE ANALYSIS Weight Sample(Grams): 193.8 SIZE ;WEIGHT RETAINED ; %RETAINED ; %PASSED , , , ---------- ----.�sum 1...----- ------------- ------- 1" 0.0' 0.0%� 100.0% ------------------------------•----•--------------------------------------------- 3/4" 0.0� 0.0%� 100.0% ����� d.....'....'.'..'.�'.. .i� ����������� �L������� �����' � .'.. � ������� ���������� 112" � 0.0; 0.0%� 100.0% -------------}-..........---------...---,---------------------�------------------ 3/8" 0.0; 0.0%; 100.0% . �����������������������������������������1��������������������Y���������r���r��� #4 O.O: O.O�IO: 1 OO.O'IO ------------�-•-----------------------•»---------------------�--....-------..... #10 27.8� 14.2%� 85.8°k ����� ��������\�.............�........�..i��������������������a.....�............ �. #20 � 85.8� 44.3%� 55.7% --------------t-------.....---------.....�---------------------t----....-----..... #40 153.1; 79.0%; 21.0% •"""_""__i""""""""•""""'7_"_"_"""""""r""""""""" � #50 173.3; 89.4%� 10.8% -------------%------------------------------------------------•------------------ #80 � 187.7� 98.9%� 3.1% --------------....----.....-----......------------------------�---.........------ #100 189.8� 97.9%� 2.1% .��������������'�'�....�.�.�.............i���������������������L������������������ . #200 � 192.3� 99.2%� 0.8% -------------t---------------------------F---------------------d------------------- PAN: 192.8; 100.0%; 0.0% •-------------�--------------------------•---------------------------------------- SAM PLE: : 193.8: NOTE:TEST ON PASSING#4 ONLY, 13.9%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% OK #200 0%-5°10 OK SAMPLE MEETS TITLE 5 FILL SPECIFICATION >98°k SAND RESULTS: PERMEABLE MATERIA�-CLASS I<2 MIN.IIN. MATERIAL(0.74 GPM/SF) NONCOMPACTED SOIL DESCRIPTION: MEDIUM SAND&GRAVEL a��LtN OF MqS�Cy �a DANIELA. �s o OJAIA �, " CI IL � .� �, 4 5 . .� °� ��srEa����`� �SS�ONAI �NG