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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
*
2024C202(Old Griffin Rd - Hawthorne Reserve)
Name of the Project
*
Project Location
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
russell.hendrix@asec-na.com (Russell Hendrix)
Observations/Finding
Summary
*
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 verify compliance with project drawing/specifications, applicable codes, and materials submittals. The following observations were observed on site this day. <h4 data-start="300" data-end="323">Site Observations:</h4> <p data-start="324" data-end="584">A <strong data-start="326" data-end="345">proof-roll</strong> was performed for a <strong data-start="365" data-end="387">small road section</strong> located at the back of the Hawthorne Reserve development (station numbers unavailable). Present during the proof-roll were <strong data-start="481" data-end="522">David from Baldwin Paving</strong> and <strong data-start="527" data-end="547">Mike </strong>representing <strong data-start="562" data-end="581">Paulding County</strong>.</p> <p data-start="586" data-end="700">It was <strong data-start="593" data-end="615">unanimously agreed</strong> that the proof-roll results were <strong data-start="649" data-end="673">generally acceptable</strong> with <strong data-start="679" data-end="697">two exceptions</strong>:</p> <ol data-start="701" data-end="819"> <li data-start="701" data-end="762"> <p data-start="704" data-end="762"><strong data-start="704" data-end="738">One area within the cul-de-sac</strong> (see attached photo).</p> </li> <li data-start="763" data-end="819"> <p data-start="766" data-end="819"><strong data-start="766" data-end="817">A small trench area adjacent to the cul-de-sac.</strong></p> </li> </ol> <p data-start="821" data-end="1082">These areas were <strong data-start="838" data-end="901">marked in the field by a representative from Baldwin Paving</strong>, and the <strong data-start="911" data-end="966">county representative provided remediation guidance</strong>, recommending that approximately <strong data-start="1000" data-end="1079">4–6 inches of soil be removed and replaced with GAB (Graded Aggregate Base)</strong>.</p> <h4 data-start="1084" data-end="1097">Remarks:</h4> <p data-start="1098" data-end="1279">Remediation activities were <strong data-start="1126" data-end="1142">not observed</strong> during this visit. A <strong data-start="1164" data-end="1188">follow-up proof-roll</strong> will be <strong data-start="1197" data-end="1233">required after all GAB placement</strong> has been completed in the identified areas.</p>
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Remediation area
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Tandem axel dump truck loaded
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