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.

• The placement and compaction of backfill soils for the water storm trench between MH 1E to MH1F and MH1G, continued this day.
• At the time of arrival, our representative observed that work was in progress with one (1) foot lifts being placed, compacted using a sheeps-foot 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).
• Observed the placement of 72 cubic yards of 3000 psi concrete for footing of retaining wall 10.