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HomeMy WebLinkAboutSieve Soils Analysis � down cape engineering, inc.SIEVE SOILS ANALYSIS 7 OUTWARD REACH YARMOUTH PORT, MA � ' DATE OF REPORT: 7/25/16 .JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 7 Outward Reach, Yarmouth Port LOCATION: Darren Meyer Test Hole a � SIEVE ANALYSIS Weight Sample(Grams): 173.s SIZE ;WEIGHT RETAINED ; %RETAINED ; %PASSED � , i ----------- •----�sum).----... ------------- ------- � � , -- ._ ------�- ---•------ �° � U.O: 0.0%� 100.0% i -----------_---------------------------a---------------------------------------- " � 0.0� 0.0%� 100.0% j 1/2�--------- � ------------------ -O.Oi--------------0.0%A---------100.0% � --- � . „ � -"" -"v'_'--_"'---" -" 'r--'_"'_' --"' - ; 3/8---------,� 0.0: 0.0%; 100.0% ........................O.O ____________________Y_________________ ' ' 0.0%� 100.0% -------------�-..........--- ' . �����...����1��������������������b...��������..����� #10 � 30.6: 17.6%� 82.4% -------------�---------------•----------�---------------------�------------------ � �0 � 97.5� 56.2%� 43.8% ' • #40---------l----------•---------153.2�-------------88.2°lot--•--------11.8% #50 --------------------------- 165.4? ------------95.3%0�'----•---•- 4.7% ����� "" ".�� ��������� ���� y"""""" ' "' 0 ; 171.2: 98.6%: 1.4% -------------•------.....--------•----------------------------�--•--------....... � 100 : 171.7' 98.9%: 1.1% �������������{..........................i��������������������A����������������� #200 � 172.7� 99.5%� 0.5% -------- t--------------------------+---------------------�------------------ PAN: � 173.1� 100.0%' 0.0% . SAMPLE�--;-----------------------------------------------= ----------------- 173.6; NOTE:TEST ON PASSING#4 ONLY, 13.2% 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°/a (TEST ONLY MATERIAL PASSING#4) OK #5010%-100% DOES NOT MEET #100 0%-20% OK #200 0%-5% OK SAMPLE IS CLOSE TO MEETING TITLE 5 FILL SPECIFICATION >99%SAND ����,ZH OF�yys�y O ° DANIELA. � RESULTS: PERMEABLE MATERIAL-CLASS I<2 MIN./IN. MATERIAL(0. MI�IA � NONCOMPACTED � C�vl� N SOIL DESCRIPTION: MEDIUM/COARSE SAND P �No.465020 � Q- �'C �G�STE�� �4i �SS�ON�I E�G\ , � �� , � / � "7-1'S'�6