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Density Test Report
Concrete Test Report
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Daily Field Report
Density test report
Date
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Project Number
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2022C227(Riverwalk Manor (CMT) Unit 2, PH 4E and 4F)
Name of the Project
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Project Location
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Client Company
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Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
amin.azimi@asec-na.com (Aminullah Azimi)
Observations/Finding
Summary
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<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 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 backfill and compaction for Lots #422, 423,426 and the roadway.</span> <span style="font-family: arial, helvetica, sans-serif">Upon arrival, work was already in progress with the contractor observed placing approximately 16 inch, excessive lifts. Contractor was informed to keep lift thickness placement down to approximately 6 to 8 inches.</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">Density test results indicate that the compacted materials met project the project specification of 90% of the maximum dry density obtained by the (Standard Proctor ASTM 698).</span> <span style="font-family: arial, helvetica, sans-serif">Density testing results:</span> <span style="font-family: arial, helvetica, sans-serif">P-01 Moisture-Density Relationship (proctor) = 100.4 pcf @ 18.6%</span> <span style="font-family: arial, helvetica, sans-serif">T1-elevation -0.5 from finish grade@ lot 426, Yd 98.4, M%17.1, Compaction: 98.2%</span> <span style="font-family: arial, helvetica, sans-serif">T2-elevation -4 feet from finish grade@ road, Yd 96.7, M%16.2, Compaction: 96.3%</span> <span style="font-family: arial, helvetica, sans-serif">T3-elevation -1 feet from finish grade@ lot 422, Yd 94.2, M%17.3, Compaction:93.8%</span> <span style="font-family: arial, helvetica, sans-serif">T4-elevation -2.5 feet from finish grade@ lot road, Yd 96.5, M%17.4, Compaction: 96.1%</span> <span style="font-family: arial, helvetica, sans-serif">T5-elevation at finish grade@ lot 423, Yd 97.16, M%16.16, Compaction: 96.8%</span> <span style="font-family: arial, helvetica, sans-serif">T6-elevation - at finish grade@ lot 426, Yd 97.1, M%18.3, Compaction: 96.7 %</span> <span style="font-family: arial, helvetica, sans-serif">T7-elevation-at finish grade@ lot 422, Yd 98.7, M%15.7, Compaction: 98.3 %</span> <span style="font-family: arial, helvetica, sans-serif">T8-elevation -1 foot from finish grade@ road, Yd 90.5, M%15.6, Compaction:90.1 %</span>
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