Daily Field Report

Density test report

Date *

Project Number *

Name of the Project *

Project Location *

Client Company *

Weather

Arrival Date

Arrival Time

Departure Date

Departure Time

Onsite Hours

ASEC Technician Name

Observations/Finding

Summary *

As requested, the site was visited by our AS Engineering and Consulting (ASEC) representative noted above, for the purpose of providing quality control inspection and testing services, visual observation techniques were employed to assure compliance with project drawing/specifications.

A request was made for a footing inspection for Lot #42 at the Enclave.

It was observed that during the rebar inspection, no chairs were present for the wire mesh.  The wire mesh was sitting directly on the plastic barrier.  It was recommended to the foreman (Robert) to install chairs to allow for proper concrete cover.  After correction, rebar was found to meet job specifications for size, spacing and quantity.  The footing was probed with a 3/8-inch diameter rod and deemed acceptable.  Dynamic Cone Penetrometer (DCPs) tests were performed with the results below:

Area 1 (left Side/center of home)

1 ft - 11 - Red sandy silt

2ft - 10 - Red sandy silt

3 ft - 10 - Red sandy silt

4 ft - 14 - Red sandy silt

Area 2 (Back left side of home at corner)

Surface - 7 - Brown sandy silt

1 ft - 8 - Brown sandy silt

2 ft - 9 - Brown sandy silt

3 ft - 10 - Brown sandy silt

4 ft - 11 - Brown sandy silt.

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