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<br /> -.--- <br /> 11 AMEPJCAN <br /> 1 ENGINEERING SUBS~ACEBO~GLOG I <br /> TESTING, INC. <br /> " <br /> AETJOBNO: 93-1379 LOG OF BoRJNG NO. 12 (D. 1 of 1) J <br /> PROJECT: PROPOSED STREET IMPROVEMENTS' ARDEN H II.T." MINNESOTA <br /> DEJ1H SURFACE ELEVATION' GEOLOGY N MC SAMPLE ROC. FJELD&UBORATORYTESTI I <br /> FEET MATERIAL DESCRJPTJON TYPE IN. WC DEN LL PL f,l;-200 <br /> ,1.5' Bituminous pavement r= <br /> 1 - \f.5' Base, mostly sand with silt and gravel, r - MI I I <br /> brown 17 SS 15 <br /> 2 - Fill, mixture of sandy lean clay and clayey <br /> sand with a little gravel, gray, brown and a FILL ~SS I <br /> little black 11 14 <br /> 3 . :' .: COARSE <br /> Silty sand, fine to medium grained, brown, <br /> medium dense (SM) . . :: ALLUVIUl\! <br /> 4 - I <br /> .... <br /> s - E1ayey sand with a little gravel, light ;; .: WEATHERl D . <br /> brownish gray, very soft (sq ~/,:' TILL 4 W SS 14 <br /> 6 .<j : I <br /> END OF BORING <br /> I <br /> I <br /> Location: Dunlap Street, 9'E of centerline, <br /> 127'S of Tiller Lane centerline <br /> I <br /> I <br /> I <br /> I <br /> , <br /> , <br /> I <br /> , <br /> DEPTH: DIUll.lNG METIlOD WATER LEVEL MEASUREMENTS NOTE: REFER TO I <br /> SAMPLED CASING CA VE.IN DP",:~~~, WATER <br /> 0-4.5' 2.25" HSA DATE TIME DEPTH DEPTH DEPTH FLUlD LEVEL ru'm^"":J <br /> 8/9/93 10:28 6.0 4.5 5.7 4.5 SHEETS FOR AN <br /> 8/9/93 10:34 6.0 0 4.3 3.8 EXPLANATION <br /> BORING TERMINOLOGY ON J <br /> COMPlETED: 8/9/93 <br /> cc: JF CA: EG Rio: 7 THIS LOG <br /> 4/90 I <br />