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 fill soils for Lots #144, 145, 146, 147, 148, 149, 224, 225, 226, 227, 239, 240, 241, 242, 243 and backfill for storm water trench between MH C4 to MH C4.1 and MH C4.2, and also backfill for sewer trench between MH A11 and MH D1, continued this day.
• At the time of arrival, the contractor already placed the soils and compacted our representative was observed that work was in progress with 1-foot lifts being placed and compacted using CP56B and 815F and trench compaction equipment.  Compaction testing was performed using a Troxler nuclear density gauge, along with general probing using a 3/8″ diameter probe rod.
• Density test results indicate that compacted materials met the project requirement of 95% of the maximum dry density obtained by a Standard Proctor ASTM 698. 

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