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 assure compliance with project drawing/specifications, applicable codes, and materials submittals. The following observations were observed on site this day.

The placement and compaction of the sewer trench with recycled GAB was performed in the west of proposed MH#1 and jock and bore pit.

At the time of arrival, our representative observed that work was in progress to finished grade west of MH#1 and the jock and bore pit 3 foot below finished grade and compacted using a trench  compactor.

Density test results indicate that the compacted materials met the project requirement of 90% and 95% at finished grad of the maximum dry density obtained by the (Modified Proctor ASTM D 1557-12),