Daily Field Report
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.
The placement and compaction of backfill soils for the storm trench between MH3 to MH4, continued this day.
At the time of arrival, our representative observed that work was in progress for the storm trench with approximately one (1) foot lifts being placed at finished grade and compacted using a sheeps-foot compactor.
Density test results indicate that the compacted materials met the project requirement of 90% for Storm trench, of the maximum dry density obtained by the (Standard Proctor ASTM 698). Results are attached.