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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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2023C195(Kimbal Bridge Tract)
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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On 11/29/2023, the undersigned ASEC representative visited the site to observe the ongoing placement of the sewer line along Road 'C'. This visit was part of our continued effort to observe and document the progress infrastructure installations as per project requirements. <strong>Sewer Line Installation Observations:</strong> <ul> <li>The focus of the visit was the sewer line installation process along Road 'C'. The operation was observed for its adherence to project plans and specifications.</li> <li>Piping appeared to be installed in accordance with the project drawings.</li> <li>Backfilling operations were also observed. The trench was backfilled in six to eight-inch lifts and compacted.</li> </ul> <strong>Compaction and Testing:</strong> <ul> <li>Compaction tests were performed on the compacted backfill material.</li> <li>A probe rod was used in conjunction with density testing equipment to verify stability of surficial soils. The probe rod did not exceed two inches in deflection.</li> </ul> <table style="width: 61.7678%"> <thead> <tr> <th style="width: 15.3846%;text-align: center">Test No.</th> <th style="width: 15.82%;text-align: center">Dry Density (pcf)</th> <th style="width: 26.1248%;text-align: center">Moisture Content (%)</th> <th style="width: 21.3353%;text-align: center">Wet Density (pcf)</th> <th style="width: 19.7388%;text-align: center">Compaction (%)</th> </tr> </thead> <tbody> <tr> <td style="width: 15.3846%;text-align: center">1</td> <td style="width: 15.82%;text-align: center">86.4</td> <td style="width: 26.1248%;text-align: center">31.0</td> <td style="width: 21.3353%;text-align: center">113.1</td> <td style="width: 19.7388%;text-align: center">98.4</td> </tr> <tr> <td style="width: 15.3846%;text-align: center">2</td> <td style="width: 15.82%;text-align: center">86.6</td> <td style="width: 26.1248%;text-align: center">30.9</td> <td style="width: 21.3353%;text-align: center">113.4</td> <td style="width: 19.7388%;text-align: center">98.6</td> </tr> <tr> <td style="width: 15.3846%;text-align: center">3</td> <td style="width: 15.82%;text-align: center">86.9</td> <td style="width: 26.1248%;text-align: center">31.0</td> <td style="width: 21.3353%;text-align: center">113.8</td> <td style="width: 19.7388%;text-align: center">98.9</td> </tr> <tr> <td style="width: 15.3846%;text-align: center">4</td> <td style="width: 15.82%;text-align: center">87.1</td> <td style="width: 26.1248%;text-align: center">30.8</td> <td style="width: 21.3353%;text-align: center">114.0</td> <td style="width: 19.7388%;text-align: center">99.2</td> </tr> <tr> <td style="width: 15.3846%;text-align: center">5</td> <td style="width: 15.82%;text-align: center">87.3</td> <td style="width: 26.1248%;text-align: center">31.0</td> <td style="width: 21.3353%;text-align: center">114.3</td> <td style="width: 19.7388%;text-align: center">99.4</td> </tr> <tr> <td style="width: 15.3846%;text-align: center">6</td> <td style="width: 15.82%;text-align: center">87.5</td> <td style="width: 26.1248%;text-align: center">30.9</td> <td style="width: 21.3353%;text-align: center">114.5</td> <td style="width: 19.7388%;text-align: center">99.6</td> </tr> <tr> <td style="width: 15.3846%;text-align: center">7</td> <td style="width: 15.82%;text-align: center">87.6</td> <td style="width: 26.1248%;text-align: center">31.0</td> <td style="width: 21.3353%;text-align: center">114.7</td> <td style="width: 19.7388%;text-align: center">99.8</td> </tr> </tbody> </table> If you have any questions or require further clarification regarding the content of this report, please do not hesitate to get in touch. We are readily available to address any inquiries you may have.
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