Daily Field Report
AS Engineering and Consulting, LLC (ASEC) visited the site at the client’s request to perform footing inspections for Lots #6,8,9,10,12 and 13. During the evaluation, well-compacted fill soils were encountered underlain by residual soils within the planned building pad area.
Lots #8 and 9 refused at two feet using DCP equipment.
One DCP was taken in the remediated area of Lot #10 (outlined in red on the attached image). The area was probed, and one DCP test was performed; well-compacted soils were encountered at the base of each pier.