Observations/Finding

The site was visited by the undersigned AS Engineering and Consulting (ASEC) representative for the purpose of providing quality control inspection and testing services. Visual observation techniques were employed to assure compliance with project drawings/specifications, applicable codes, and materials submittals.

The ASEC representative has performed foundation bearing tests in referenced footing areas (see below).  All referenced footings were found to have a soil bearing capacity of 2,500 psf.

Reinforcing steel inspections was performed on the following locations: (Lots #1 & 3).  Reinforcing steel was observed to meet job specifications for the required size, spacing, lap and cover. No discrepancies were noted.

If foundation soils become wet prior to concrete placement, it should be reevaluated by our geotechnical engineer or qualified soils technician. All loose fall-in soils or debris should be removed from foundations prior to concrete placement.