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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
*
2021C002(Runway 9L End Around Taxiway)
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 the AS Engerineering 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">Contractor continued work backfill over 30" diameter pipe. water line between storm structures S-5 & S-6 or between STA 7003+05 to STA 7003+70, </span> <span style="font-family: arial, helvetica, sans-serif">At the time of arrival, the contractor already placed one lift of fill above the pipe. The M10 sand at depths about 2 feet below finished grade were compacted using a single drum compactor.</span> <span style="font-family: arial, helvetica, sans-serif">Density testing was performed using a Troxler nuclear gauge (#3430, serial #85759). </span> <span style="font-family: arial, helvetica, sans-serif">Tests result indicated that the compacted material met project requirement of 95% of the maximum dry density obtained by the (Standard Proctor ASTM 698). </span> <span style="font-family: arial, helvetica, sans-serif">Density testing result:</span> <span style="font-family: arial, helvetica, sans-serif">P-9 proctor-120.8@11.3%</span> <span style="font-family: arial, helvetica, sans-serif">T1-elevation -2 feet from finish grade. Yd 116.9 M%9.5, Compaction: 96.8 %</span> <span style="font-family: arial, helvetica, sans-serif">T2-elevation -2 feet from finish grade Yd 114.9, M%9.8, Compaction: 95.1%</span> <span style="font-family: arial, helvetica, sans-serif">T3-elevation -2 feet from finish grade, Yd 116.0, M%11.5, Compaction: 96.0 %</span>
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