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• • • <br />Forward LF <br />GRAIN SIZE ANALYSIS - ASTM D 422 <br />Job No. 2005-082 <br />Geologic Associates <br />U.S.Siandard Sieve Size <br />31n <br />100 <br />i <br />1.Sin 3/41n 3/Bin <br />i i � i i <br />#8 <br />i <br />#30 #100 <br />� i t i <br />90 � <br />� � � � t <br />$Q i <br />i i � � i <br />i t <br />i i i <br />rn 70 � <br />t t � i i <br />i i <br />i i i i <br />� <br />i i i i r <br />i i <br />i i � <br />sQ <br />� i <br />i <br />i i i � i <br />i i i i i <br />i i <br />i i <br />r i i i <br />s i i <br />� <br />c � <br />i i i i � <br />� � <br />i i i <br />�., � <br />� 40 <br />d <br />� <br />� � � � <br />� <br />� � � � � <br />� <br />d 30 � <br />C i <br />� <br />� <br />i i � i i <br />i i � i i <br />i i <br />i i <br />i i t i <br />t i i i <br />i <br />20 � <br />� t i � i <br />� <br />i i <br />i i i � <br />10 � <br />� � � � � <br />� � <br />� � � i <br />0 <br />100 <br />10 <br />1 0.1 0.01 0.001 <br />Grain Size (mm) <br />Boring /Sample <br />Initial Dry <br />Density <br />Initial Moist. <br />Test Dry <br />Density <br />Test Moist. <br />Permeability, K <br />LL <br />PL <br />PI <br />Unified Soil <br />Description <br />No. <br />(Pofl <br />o� <br />(/o <br />(Pefl <br />(%� <br />(cm/sec) <br />Class. <br />ASB -1 @ 5' - 10' <br />SC <br />Geologic Associates <br />