Laserfiche WebLink
Execution <br />Use mini-excavator to excavate test pits at approximate 250 foot intervals along likely <br />alignment. Log soil profiles and collect samples for field and laboratory testing. Testing will <br />include in-place moisture and density, gradation, Atterberg limits, direct sheaz, and CBR for <br />representative soils. <br />Based on test pit findings, design program for soil borings. Borings to be made at <br />approximate 750 foot intervals and as needed to verify bedrock/groundwater conditions and soil <br />characteristics in azeas where mini-excavator could not reach to an appropriate depth. Log all <br />holes and collect samples for laboratory testing. Tests may include penetration resistance, in- <br />place moisture and density, Atterberg limits, gradation, and duect sheaz. <br />