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.

On the above date a representative from AS Engineering and Consultant was onsite as requested and observed the grading contractor continue placing fill at Building Lots# 63 thru 65.The writer performed density tests using a Troxler Nuclear gauge model 3430,serial no.91643.Compaction results were in compliance with site specifications.

The Pipe contractor continued installing 18″ RCP storm line between D13 and D14 and backfilling with rock fill.

The contractor hammered rock on 2/12/26 (95’x 4’x 3.5′) installing 111 lineal feet of 18″ RCP for a total time of 4 hours.

The contractor hammered rock on 2/13/26 (20’x 4’x 3′) installing approximately 120 lineal feet of 18 ” RCP for a total time of 1 hour.

The water line contractor continued backfilling 8″ ductile iron water line between Lots #25 thru 22. Compaction efforts were suitable for behind curb backfill.

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.

Performing density tests at Lots# 63 thru 65

Backfilling 18 " rcp storm between D13 and D14 with rockfill

Performing density tests at Lots# 63 thru 65

Installing 18"rcp storm between D13 and D14

Backfilling 8" water line between lots# 25 thru 22