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HomeMy WebLinkAboutSieve Test Analysis i i � . down cape engineering, inc. SIEVE SOILS ANALYSIS 106 POMPANO RD YARMOUTH PORT, MA DATE OF REPORT: 10/2/15 .�OB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 106 POMPANO ROAD, YARMOUTH PORT LOCATION: DCE TEST HOLE i j SIEVE ANALYSIS Weight Sample(Grams): 169.8 '' SIZE €WEIGHT RETAINED € % RETAINED € % PASSED i ; : : : � --------------:............(sum..�.........................€------------------o-�.................. . o. .............. . 1" € 0.0€ -------------0.0/o�---------100_0/o � --------------�.....................................................>- � 3/4" € 0.0' 0.0%` 100.0/o � --------------_......................................................---------------------=---------------� ; 1�2" € 0.0� 0.0%� 100.0% --------------�......................................................>--------------------�----------------- ' 3�8" : 0.0' 0.0%° 100.0/o --------------:....................................................�------------------o-=---------------o #4 € 0.0: 0.0%� 100.0% --------------�......................................................>--------------------�..................................... #10 € 5.1 3.0%` 97.0/0 -------------:......................................................:------ � o #20 ; ------------o-:.................................o.. ______________ 54.2€ 31.9/o� 68.1 /o ; �O .......................................................>--------------------�................................ ..... : 116.2' ------------68.4%� 31.6% --------------:......................................................:- ----:..................................... 0 € 138.4€ 81.5%: 18.5% --------------�........................................... ----�..................................... � #80 � ...........>----------------- o 0 ' ° ......................................157.6; 92.8/o€ 7.2/o ---------------• ...........---------------------;......................... ............ #100 € 161.9; 95.3%' 4.7% � -------------o-......................................................---------------------o------------------- ; #200 € 167.7; 98.8%• 12% --------------.....................................................:---------------------=-------------=---- PAN: � 168.8€ 100.0%� 0.0% ' --------------�--------------------------+--------------------�----------------- SAMPLE: € 169.8: � i I i � NOTE:TEST ON PASSING#4 ONLY, 0.0% RETAINED ON#4 <45% O.K. RESULTS: . SOIL CLASSIFIED AS AASHTO A-1-b (GRAVEL 8�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% OK ����ZN OF M,yss�cy SAMPLE MEETS TITLE 5 FILL SPECIFICATION ��o DANIELA. G� >98%SAND o O.lALA � � CIVIL �" RESULTS: PERMEABLE MATERIAL-CLASS I <2 MIN./IN. MATERIAL (0.7 ��6502 NONCOMPACTED P°� F�,sTE�`�°�````� SOIL DESCRIPTION: MEDIUM SAND �SS�ONAL E�G\ �--� �.� � 1 � lo�t�l '�