Observations/Finding

As requested, the site was visited by our AS Engineering and Consulting (ASEC) representative for the purpose of providing quality control inspection and testing services. Visual observation techniques were employed to verify compliance with project drawing/specifications, applicable codes, and materials submittals. The following observations were observed on site this day.

Crew continued earthwork operations for Lots #50, 51, and 52. Fill was placed in lifts approximately 6 to 8 inches in loose thickness. The material was spread and graded using a crawler bulldozer. Each lift was compacted using a sheep-foot roller.

Crew also performed similar operations at Lots #39 and 40. Fill material was placed in lifts, spread uniformly with a crawler bulldozer, and compacted using a sheep-foot roller.

We appreciate the opportunity to be of service to you on this project. If you have any questions regarding this report, please feel free to contact us. We will be more than happy to discuss it with you.

Spreading material using crawler bulldozer

Density tests using Nuclear gauge

Density tests using Nuclear gauge

Density tests using Nuclear gauge

Compacting using sheep foot roller

Spreading material using crawler bulldozer

Density tests using Nuclear gauge

Density tests using Nuclear gauge

Compacting using sheep foot roller