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Daily Field Report
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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2023C180(Lakeside Sub. - Lovers Lane, Calhoun)
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
vidal.dias@asec-na.com (Vidal Dias)
Observations/Finding
Summary
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The undersigned ASEC representative was on-site on September 13, 2023, to evaluate soil conditions in the site's southern portion, specifically where the road is planned to be constructed and to perform compaction testing on Lots #1 and #2. <hr /> <h2>Soil Description for Area of Road Construction</h2> The remediated soil area designated for road construction was measured to be 25 feet by 40 feet to a depth of 10 feet. <h3>Volumetric Analysis for Area of Road Construction</h3> <ul> <li><span class="math math-inline"><span class="katex"><span class="katex-mathml">25 ft×40 ft×10 ft=10,000 ft3</span><span class="katex-html" aria-hidden="true"><span class="base"><span class="mord">25</span><span class="mord text"><span class="mord">ft</span></span><span class="mbin">×</span></span><span class="base"><span class="mord">40</span><span class="mord text"><span class="mord">ft</span></span><span class="mbin">×</span></span><span class="base"><span class="mord">10</span><span class="mord text"><span class="mord">ft</span></span><span class="mrel">=</span></span><span class="base"><span class="mord">10</span><span class="mpunct">,</span><span class="mord">000 cubic feet</span></span></span></span></span></li> </ul> <h3>Engineering Recommendations for Area of Road Construction</h3> It was recommended that the area be backfilled in six-inch lifts and compacted using the 815 compactor. <hr /> <h2>Compaction Test Data for Lots 1 and 2</h2> <h3>Test Location and Elevation</h3> <ul> <li>Elevation: 725 feet</li> <li>Depth below grade: 1.5 feet</li> </ul> <h3>Soil Description</h3> <ul> <li>Light Tan Sandy CLAY</li> </ul> <h3>Laboratory Data (Moisture-Density Relationship)</h3> <ul> <li>Maximum Dry Density: 97.0 pcf</li> <li>Optimum Moisture: 19.1%</li> </ul> <h3>In-Field Data</h3> <h4>Test 1</h4> <ul> <li>Moisture: 20%</li> <li>Dry Density: 96.6 pcf</li> <li>Wet Density: 110.2 pcf</li> <li>Degree of Compaction: 99.6%</li> </ul> <h4>Test 2</h4> <ul> <li>Moisture: 21.3%</li> <li>Dry Density: 93 pcf</li> <li>Wet Density: 111 pcf</li> <li>Degree of Compaction: 95.9%</li> </ul>
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