Observations/Finding

Our AS Engineering & Consulting (ASEC) representative arrived on site to observe field activities. The following tasks were performed:

Observed the placement of fill/grading for Lots #106, 119 and #120 today. Compaction tests were performed using a nuclear density gauge. Overall, the results of density testing confirmed that fill compaction met the project and ASTM requirements. Results are attached in separate reports.

Filling also continued for the originally low-lying topography for the road and the building pads. This is 15.00 feet backfill, which is a lot and three lifts of backfill was done through the day. The soils are coming from the neighboring building pad cuts and the moisture is close to optimum to a few points over optimum.

Please contact us if you have any questions regarding this report or of the density test results.

Picture showing the entire and specific cut and fill areas

Specifically 195x80 square feet area of back fill

Haulig big truck

A heavy bulldozer machine which aggressively spread hauled dirt

The heavy-duty rolling machine

Excaviting heavy-duty machine