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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
*
2023C195 (draft)(Kimbal Bridge Tract)
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
*
<span style="font-size: 12pt"><span style="font-family: arial, helvetica, sans-serif">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, </span><span style="font-family: arial, helvetica, sans-serif">applicable codes, and materials submittals. The following observations were observed on site this day.</span></span> <span style="font-size: 12pt">The undersigned arrived on site, as requested, to observe:</span> <span style="font-size: 12pt">The placement of 117 cubic yards of 3000 psi (307FS) and 54 cubic yards of 3000 psi (307P7-2) concrete for retaining wall 7. </span> <span style="font-size: 12pt">Concrete observed on this date appeared to be placed in compliance with project specifications with regard to temperature, slump, air content, and batch to placement time. </span> <span style="font-size: 12pt">Note: for 307FS mix air content was lower than specified range limit.</span> <span style="font-size: 12pt">The following samples were obtained for compressive strength testing in our laboratory: </span> <span style="font-size: 12pt">Set A:</span> <span style="font-size: 12pt">A set of 4 lab cylinders (3000 psi, 307FS) for retaining wall 7.</span> <span style="font-size: 12pt">B set 3 lab cylinders (3000 psi, 307P7-2) for retaining wall 7.</span>
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