Observations/Finding

As requested, the site was visited by the 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, applicable codes, and materials submittals. The following observations were observed on site this day.

The placement and compaction of backfill soils for the sewer pipe trench continued this day between manholes MH B1 and MH B2.

At the time of arrival, work was observed to be in progress with soils being placed and compacted to about 7 feet below finished grade were compacted using a CP-323C compactor.

Density test results indicate that the compacted materials met the project requirement of 90% of the maximum dry density obtained by the (Standard Proctor ASTM 698).

Density testing was performed using a Troxler nuclear gauge (#3430, serial #85759). Results are attached.