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a <br />LABORATORY TEST <br />DATA <br />� <br />� <br />9 m o� m <br />d v <br />d r v � n <br />LL O L <br />c 43 dr eU �i ~ <br />a y « y p, m <br />�t.. ¢� N � V N d <br />6 N W O T O � <br />p F � O m N <br />0 <br />24.6 96.0 17 � <br />5 <br />DST I 31.8 89.8 2, <br />10 <br />1 <br />46.9 I 58.3 I 23 � <br />15 � <br />9.7 I123.2I 35 , <br />SORING C-3-94 <br />Date Drilled: December 22, 1994 <br />Surface Elevatlon: 713.9+/- feet <br />Asphalt pavement and base cour. <br />Gray fine to medium silty SAND, <br />(proba6le <br />4 <br />Grades tiner and becomes very coarse with many wood chips <br />Brownish gray fine to coarse SAND, medium dense <br />Gray fine to medium SAND, dense, witti trace silt <br />Becomes very dense <br />r� •; :..� <br />65 � :: <br />30 <br />SP Gray fino to medium SAND, very dense, with trace silt <br />17.1 �I 19.0 82 -. �. •' •. <br />, �'�:.:•�: I <br />35 Continued Next Page <br />KEY: <br />� flaletively undistur6etl sample obtained <br />with a Dames & Moora Type•U sempiar <br />drivan with a 300 pound hammer falling <br />30 (nchas. <br />❑ Sempling ettempt with no recovery. <br />[� Standard Penetmtion Test campla. <br />� Oisturbed sample. <br />� $Z Gmundwater Jopih. <br />3289-044 <br />BORING LOG <br />�. � <br />��. <br />DAMES & MOORE <br />Flgure A-3a <br />