Daily Field Report
As requested, a ASEC Inspector was present at the above referenced site for the purpose of observing the placement of structural fill at the area of lots 440 through 444 and 459 through 462 approximate size 150 feet by 250 feet.
Based on review of guidelines for fill placement, the required compaction for structural fill at the above mentioned area is 95 % of standard proctor.
Based on visual observation and field measuring, the fill was placed in 8 to 12 inch thick lifts and compacted using CAT 815F sheepsfoot compactor(weight; 45,757 lbs.). Based on density testing, the fill placed today at elevations between approximately feet -1 and -0 feet below finished grade was acceptable and in general accordance with fill placement guidelines. See attached density test results for more details.
The following are observations that were made at this time:
- The contractor continued removal of unsuitable material within the vicinity of lots 418 through 423.
- ASEC recommends sealing of the surface of placed fill from inclement weather and maintain the positive drainage.
- The contractor was notified about results.