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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
*
2022C165(Northfield @ Polo Fields - Phase2)
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-family: arial, helvetica, sans-serif">As requested, the site was visited by our AS Engineering and Consulting (ASEC) representative noted above, for the purpose of providing quality control inspection and testing services, visual observation techniques were employed to assure 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 style="font-family: arial, helvetica, sans-serif">The placement and compaction of backfill soils for the water storm pipe trench between manholes BA80 and BA81 continued today.</span> <span style="font-family: arial, helvetica, sans-serif">At the time of arrival, the contractor already placed 2 feet of fill above the pipe. The soils at a depth of about 7 feet below finished grade were compacted using a CP-433E compactor. Density test results indicate that the compacted materials did not meet the project requirement of 90% of the maximum dry density obtained by the (Standard Proctor ASTM 698) due to high moisture contents. It was recommended to scarify and aerate surficial soils and let the soils air out before recompaction.</span> <span style="font-family: arial, helvetica, sans-serif">Density testing was performed using a Troxler nuclear gauge (#3430, serial #85759). Results are attached.</span>
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