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Daily Field Report
Density Test Report
Concrete Test Report
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Daily Field Report
Density test report
Date
*
Project Number
*
2025C211(Haley's Bluff - Philadelphia Rd.)
Name of the Project
*
Project Location
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
sean.willett (Sean Willett)
Observations/Finding
Summary
*
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. Our ASEC representative was on site as requested by the contractor (NG Grading) for the observation/testing of the placement of fill/backfill. The contractor continued placing fill of approx. 6in to 8in in thickness across the commercial lot area and lots #8 - #13 and #52 - #60. The contractor spread the lifts with a dozer and then compacted with a sheep's foot roller. ASEC watched as loaded off road trucks rolled across the lifts to check for stability. In the areas where pumping was present, the contractor was notified. The pumping areas appear to be in the high traffic areas where the loaded trucks are turning around to dump. The contractor scarified and aerated this area and will recompact later in the day. Besides the addressed areas, the lift appears to be stable with no other pumping or cracking present. Density testing was conducted, and all test results were provided to the contractor. 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.
Upload Images
Image
Description
1
pumping area addressed by contractor
2
contractor removing pumping soil
3
8 - 13 and 52 - 60 area
4
frozen ground being stripped
5
frozen ground being stripped
6
8 - 13 and 52 - 60 area, contractor removing pumping ground
7
pumping area addressed by contractor
1
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