Laserfiche WebLink
<br />Date Drilled 5/1/85 <br />Location <br />Diometer <br />l.O.G OF TEST BORING <br />Field .Engineer <br />4 inches Total llepth 31 feet <br />Trautner Boring Number 3 <br />Elevation <br />Water Toble tdone Encountered <br /> t Somple <br />' <br /> Soil <br />Description Laboratory Test 'Results <br />€ <br />~i' $ TYPe N <br /> Clay, slightly silty, medium stiff, <br /> moist, brown, (CL) <br /> 5 Clay, medium stiff to stiff, moist, <br /> <br />1 red-brown, (CL) <br /> Clay, stiff to very stiff, medium <br /> moist, gray red, (CL), some <br /> chemical deposits <br /> 15 <br /> 2 <br /> 2 <br />Project Nome Grader Pit Project Number M85047GE Figure 6 <br />~tambert anD ~~'~oriate~ <br />TING GFDTFC.N NICAI ENGINEERS AND MATFRIAI 7F ATING <br />