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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
*
2023C136 (draft)(Big Creek Boardwalks)
Name of the Project
*
Project Location
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
vidal.dias@asec-na.com (Vidal Dias)
Observations/Finding
Summary
*
The undersigned representative from ASEC was on-site, as requested by the client and/or contractor, to observe the contractor's field activities. The visit's focus was on the concrete placement process, cylinder sample collection following mixing but preceding placement, and a probe assessment of the footings at STA. 202+43.45. <hr /> <h3>Methodology</h3> Visual observation techniques were employed to evaluate the work in-place for general compliance with the Project Plans, Specifications, Codes and Standards, and Material Submittals. <h4>Concrete Placement</h4> The integrity of the formwork and reinforcement was visually inspected and found to be in general compliance with project specifications. <h4>Cylinder Sampling</h4> Concrete samples were procured post-mixing and pre-placement. These samples were labeled and stored in a shaded area on-site, subsequently left under the contractor's custody for future compressive strength testing. <h4>Footing Probe</h4> A probe assessment was conducted for the footings. The 3/8-inch diameter probe rod did not penetrate beyond a depth of 2 inches, which indicates satisfactory soil bearing strength. <hr /> <h3>Observations and Recommendations</h3> Reinforcing steel appeared to be installed as to size, spacing and quantity per job specifications. Concrete compression testing will be performed after a designated time period.
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