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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
*
2023C159(Airfield Repairs 2021-23)
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, our AS ENGINEERING AND CONSULTING, LLC (ASEC) representative, Amin Azimi visited the job site to observe the contractor's work activities from a quality standpoint to verify compliance with project drawings/specifications, applicable codes, and materials submittals and conducted QC testing per the project drawings and specifications. The following observations were made on site this shift: <ul> <li>Pre-pour observation performed for phase 1, south cargo on this day. Contractor completed rebar and dowel basket placement for these lanes.</li> <li>The writer visually inspected the installation and setup of these lanes and advised the contractor representatives of any minor corrections that were needed.</li> <li>The contractor cleaned loose rock and debris and standing water from the base.</li> <li>Baskets were found to be level, straight and secured.</li> <li>Dowel bars were found to have epoxy. Embedment length was found to be 15 inches into concrete.</li> <li>The writer along with Saleem of ATLQA and ATLNext representative Miller Barry and CWM rep Brandon signed the pre-pour card.</li> <li>Probe rod testing was performed at the water pipe trench for bearing capacity at location (End around Taxi way, Band 29 STA 7021+21.42 & Bend 30 STA 7021+32.82) along Crosswind Rd. The results showed that the subgrade at the test locations appeared to be capable of supporting a net allowable bearing pressure of 3000 psf,</li> </ul> In case of any questions or concerns with regards to our observations or recommendations stated in this report we will be more than glad to discuss them with you.
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