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HomeMy WebLinkAboutSieve Analysis /s-!3o danm capa engineering, Inc.SIEVE SOILS ANALYSIS 93 MERCHANT AVE.YARMOUTHPORT, MA DATE OF REPORT: 5/29/15 JOB : tiRAIN SIZE ANALYSIS-SIEVE TEBT SITE: 83 MERCHANT AVE., YARMOUTHPORT LOCATION: BSC TEST HOLE SIEVE ANALYSIS Weight Sample(Grama): 191.4 SIZE WE RETAINED RETAINED %PASSED .._.._..�..�m.L._.___._ �° � 0.� �.��o .�...�._ ��. 4" ���.�.� 0.0 ^ 0.0% 1�. .._.„.�.._._.___......._.._.... 1/2" 0.0 0.0% 100. 8" ��..�~�� 0.0 0.0% 100.0 ._..._...._..._.._.__.____. 0.0 0.096 100.0 70 �µ�� 8.7 4.5% 95.5 '����~ 49.5 25.996 ����74.1 mm�w 114.7 59.8% 40.4 � 151.8 79.2% 20.8 ������ 178.1 93.8% 8.4 .._.M._...______..._.w.._.. ........__.._..,..�. 00 183.7 98.096 4. ._..........._.._......_...._._ 00 189.1 98.6% 1.2 PAN: � �...W��..� 190.8 100.0% 0. MPLE: 197.4 NOTE:TEST ON PASSING#4 ONLY, 1.7%RETAINED ON#4<q5%O.K RESULTS: SOIL CLASSIFIED AS AA8HT0 A-1-b(�RAVEL AND BAND)(UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4&EVE: #4 700% (TEST ONLY dIATERIAL PASSING�14) OK �Y60 70%-100% OK #700 096-20% OK #200 096�°/. OK �N o� SAMPLE MEETS TITLE 6 FILL SPECIPICATION r�'' � �8gxgpNp � DANIELA �,� OJALq � RESULTS:PERMEABLE MATERIAL-CLASS I<2 MIN.AN.MATERIAL CtVIL �+ NONCOMPACTED .,� �No.46502 Q, SOIL DE3CRIPTION: COARSE SAND °"',cyFs�srea o�a�`� S�oNn� eN �_�___�--7 �-- � i � 511��1►'�