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HomeMy WebLinkAboutSieve Soils Analysis down cape engineering, inc. SIEVE SOILS ANALYSIS 14 RICHARD RD YARMOUTH PORT, MA DATE OF REPORT: 3/4/15 .JOB : GRAIN SIZE ANALYSISSIEVE TEST SITE: 14 RICHARD ROAD YARMOUTH PORT, MA LOCATION: 68�6 EXCAVATION TEST HOLE SIEVE ANALYSIS Weight Sample(Grams): 216.2 SIZE �WEIGHT RETAINED : % RETAINED � % PASSED -------------�............�su m..?...........................:---------------------;....... 1" : 0.0: 0.0%i 100.0% --------------•.....................................................>--------------------�----------------- 3/4"---------:.............................................0:�.'t--------------0 0%=---------100_0% 1/2" 0.0� 0.0%€ 100.0% -------------�.......................................................------------------- �----------------- 3/8" 0.0; 0.0%; 100.0% --------------.....................................................:---------------------------------------- 0.0: 0.0%: 100.0% -------------�......................................................---------------------..................................... 10 : 24.2; 11.2%; �88.8% -------------�......................................................---------------------...................................... �20 116.0: 53.7%i 46.3% -------------^......................................................--------------------�..................................... #40---------�......................................_186:2.:-------------86.1%s....................._13;9% 50 201.7€ 93.3%i 6.7% -------------�......................................................�--------------------�..................................... - �---------:......................................_210;0'c-------------97.1%:......................._2:9% 100 € ....................................._21_1.:4.:-------------97.8%rt-----------2=2% -------------�. ---��--------�.......................................213;5:-------------98.8%_------------1 2% PAN: : ------------------214_8�----------- 100.0%�-----------0=0% --'-----------�- SAMPLE: : 216.2; NOTE:TEST ON PASSING#4 ONLY, 1% RETAINED ON#4 <45% O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-1-b (GRAVEL AND SAND)(UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING�i4 SIEVE : #4 100°� (TEST ONLY MATERIAL PASSING#4) OK #50 70%-700% CLOSE #'100 0°h-20% OK ��``y�,sH oF Mqss90 #2000%-5% OK �° DANIELq. �s SAMPLE IS CLOSE TO MEETING TITLE 5 FILL SPECIFICATION � OJALq ^: CIVIL N >98°k SAND � No.46soz P 'P p �Q RESULTS: PERMEABLE MATERIAL-CLASS I <2 MIN.IIN. MATERIAL �'�F S o�NA`�N����` NONCOMPACTED SOIL DESCRIPTION: COARSE SAND � c� �� _ �1�1���