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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
*
2025C281(Owen Mills - Owens Store Rd)
Name of the Project
*
Project Location
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
mahendra.mylabathula (Mahendra Mylabathula)
Observations/Finding
Summary
*
<h3 data-start="613" data-end="635">FIELD OBSERVATIONS</h3> <p data-start="637" data-end="894">On the above date, an AS Engineering and Consulting, LLC (ASEC) representative visited the site at the contractor’s request to <strong data-start="764" data-end="832">observe earthwork operations and perform quality control testing</strong> associated with the proposed <strong data-start="862" data-end="893">detention pond construction</strong>.</p> <p data-start="896" data-end="1297">The contractor performed <strong data-start="921" data-end="953">partial earthwork operations</strong> on this date. Soil material generated from <strong data-start="997" data-end="1032">nearby tree-clearing activities</strong> was transported to the work area and reused as <strong data-start="1080" data-end="1126">backfill behind the proposed wall location</strong>. The material appeared to consist of soil free of visible organic matter or deleterious materials and was considered <strong data-start="1244" data-end="1268">acceptable for reuse</strong> based on visual observation.</p> <p data-start="1299" data-end="1701">Backfill was <strong data-start="1312" data-end="1342">placed in controlled lifts</strong>, spread uniformly, and <strong data-start="1366" data-end="1390">moisture conditioned</strong> prior to compaction. Due to cold weather conditions, the in-place moisture content was observed to be <strong data-start="1493" data-end="1530">slightly above laboratory optimum</strong>; however, it remained within an <strong data-start="1563" data-end="1598">acceptable range for compaction</strong>. Compaction was performed using a <strong data-start="1633" data-end="1700">sheepsfoot roller in conjunction with tracked equipment (dozer)</strong>.</p> <h3 data-start="1703" data-end="1726">TESTING AND RESULTS</h3> <p data-start="1728" data-end="1895">Field <strong data-start="1734" data-end="1777">in-place density and compaction testing</strong> was performed on the completed lifts. All test results <strong data-start="1833" data-end="1867">met the project specifications</strong> at the time of observation.</p> <p data-start="1897" data-end="2112">Earthwork operations were limited to <strong data-start="1934" data-end="1965">partial lift placement only</strong> on this date. Work was suspended at the end of the day, with <strong data-start="2027" data-end="2111">additional lift placement and grading to be completed during subsequent workdays</strong>.</p>
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