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 roadway by lot 418 and 429 approximate size 25 feet by 60 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 CP44b sheepsfoot compactor(weight; 16,471 lbs.). Based on density testing, the fill placed today at elevations between approximately -1 feet and -0 feet below finished grade was compacted according to fill placement guidelines. See attached density test results for more details.
The undersigned ASEC Inspector was on site, on the above date, for the purpose of general site monitoring and assessment of contractor and subcontractor activities. The following are observations that were made at this time:
– Pipe laying and excavation continued on site in area of lots 416-418 and lot 429 and lot 449.
– Backfill placed on roadway of lots 418 and 429.
ASEC recommends sealing of the surface of placed fill from inclement weather and maintain the positive drainage.
The contractor was notified about results.
Pipe excavation on site.