Daily Field Report
Our ASEC representative visited the site at the contractor’s request to observe footing excavations for the shallow footings for Lot #97. The evaluation was performed by visual inspection, hand probing, and proof-rolling during backfill placement and dynamic cone penetrometer (DCP) testing.
During the evaluation, well-compacted fill soils were encountered underlain by residual soils within the planned building pad area. These soils were found to meet job specifications for an allowable soil-bearing pressure of 2,000 psf. The building pad appears to be satisfactory for slab placement.
AS Engineering and Consulting, LLC. appreciates the opportunity to be of service to you on this project. If you have any questions regarding this letter, please contact us.