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Density Test Report
Concrete Test Report
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Daily Field Report
Density test report
Date
*
Project Number
*
2025C146(Greene Farms Subdivision)
Name of the Project
*
Project Location
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
solomon.cherie (Solomon Cherie)
Observations/Finding
Summary
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<p data-start="146" data-end="510">As requested, the site was visited by our <strong data-start="188" data-end="228">AS Engineering and Consulting (ASEC)</strong> representative to provide quality control inspection and testing services. Visual observation techniques were employed to verify compliance with project drawings/specifications, applicable codes, and material submittals. The following observations were made on site during the day:</p> <ul data-start="512" data-end="1836"> <li data-start="512" data-end="613"> <p data-start="514" data-end="613"><strong data-start="514" data-end="543">Excavation (down cutting)</strong> and <strong data-start="548" data-end="563">backfilling</strong> activities were carried out throughout the day.</p> </li> <li data-start="614" data-end="705"> <p data-start="616" data-end="705">Excavation was performed within the designated cut area using a <strong data-start="680" data-end="702">CAT 349E excavator</strong>.</p> </li> <li data-start="706" data-end="869"> <p data-start="708" data-end="869">On-site hauling was executed using <strong data-start="743" data-end="766">two off-road trucks</strong>, while additional fill material was imported from an external source using <strong data-start="842" data-end="866">multiple dump trucks</strong>.</p> </li> <li data-start="870" data-end="933"> <p data-start="872" data-end="933">Backfilling was performed in <strong data-start="901" data-end="930">Lots 51–52 and Lots 38–47</strong>.</p> </li> <li data-start="934" data-end="1070"> <p data-start="936" data-end="1070">A <strong data-start="938" data-end="965">Komatsu 61Pxi bulldozer</strong> was used to spread the backfill material, and a <strong data-start="1014" data-end="1035">sheepsfoot roller</strong> was employed to compact each lift.</p> </li> <li data-start="1072" data-end="1503"> <p data-start="1074" data-end="1153"><strong data-start="1074" data-end="1108">Nuclear gauge compaction tests</strong> were performed with the following results:</p> <ul data-start="1156" data-end="1503"> <li data-start="1156" data-end="1257"> <p data-start="1158" data-end="1257"><strong data-start="1158" data-end="1172">Lots 38–47</strong> showed satisfactory compaction results, meeting the project specifications (Pass).</p> </li> <li data-start="1260" data-end="1503"> <p data-start="1262" data-end="1503"><strong data-start="1262" data-end="1276">Lots 50–52</strong>, which were backfilled up to <strong data-start="1306" data-end="1328">subgrade elevation</strong>, exhibited compaction values below <strong data-start="1364" data-end="1371">98%</strong>, indicating a failure. The grading contractor was informed to address this issue, and retesting is scheduled for the following day.</p> </li> </ul> </li> <li data-start="1505" data-end="1836"> <p data-start="1507" data-end="1623">Additionally, backfilling and compaction were completed for the <strong data-start="1571" data-end="1620">storm drain line between structures A2 and A3</strong>.</p> <ul data-start="1626" data-end="1836"> <li data-start="1626" data-end="1836"> <p data-start="1628" data-end="1836">However, the nuclear gauge test in this area yielded a <strong data-start="1683" data-end="1701">failing result</strong>. The utility subcontractor was notified to perform corrective measures, and the area will be re-tested upon completion of the repairs.</p> </li> </ul> </li> </ul> <p data-start="1838" data-end="2040">We appreciate the opportunity to be of service to you on this project. If you have any questions regarding this report, please feel free to contact us. We will be more than happy to discuss it with you.</p>
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Picture depicting Lots 38-47 and 50-52
2
Picture showing storm line backfilled and compacted
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