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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
amin.azimi@asec-na.com (Aminullah Azimi)
Observations/Finding
Summary
*
At the request of the client's representative, the above-mentioned representative from AS ENGINEERING AND CONSULTING, LLC (ASEC) visited the job site to observe the contractor's work activities and to verify compliance with project drawings, specifications, applicable codes, and materials submittals. We also conducted quality control (QC) testing in accordance with the project drawings and specifications. During our recent site visit, we observed the various aspects of the project, and report our findings to you: <ol> <li><strong>Concrete Placement at Abutment (STA 202+43.45):</strong> <ul> <li>We observed the concrete placement for the abutment located at the end of the boardwalk (Mansell Spur).</li> <li>The reinforcement was visually inspected and found to be in general accordance with the project drawings and details B-B' and C-C' for size, spacing and quantity.</li> <li>A 3-inch clearance was noted, as per the details, during our visual inspection.</li> </ul> </li> <li><strong>Concrete Quality Control (QC) Testing:</strong> <ul> <li>We performed quality control (QC) testing and observations for the fresh concrete placed.</li> <li>Concrete slump was measured, and it was noted to be 3 1/2 inches.</li> <li>Concrete placement appeared to be in line with project requirements.</li> <li>The percentage of air in the concrete was measured to be approximately 2%.</li> <li>A set of four (4) 6"X12" cylinders were made from a random fresh concrete sample and will be transported to the lab the next day for curing.</li> </ul> </li> </ol> If you have any questions, require further clarification, or would like to discuss any aspect of our observations and documentation, please do not hesitate to reach out to us. We are more than happy to assist and provide any additional information you may need. Once again, thank you for entrusting AS ENGINEERING AND CONSULTING, LLC (ASEC) with this important task, and we look forward to continuing our collaborative relationship in the future.
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1
Rebar and Formwork at the placement
2
Rebar and Formwork at the placement
3
Rebar and Formwork at the placement
1
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