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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
*
2023C180(Lakeside Sub. - Lovers Lane, Calhoun)
Name of the Project
*
Project Location
*
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
Marteze Jeter (Marteze Jeter)
Observations/Finding
Summary
*
At the request of the client’s representative, our AS ENGINEERING AND CONSULTING, LLC (ASEC) representative visited the job site to observe the contractor’s work activities from a quality standpoint to verify compliance with project drawings/specifications, applicable codes, and materials submittals and conducted QC testing per the project drawings and specifications. The following observations were made: Our representative observed the contractor place backfill using CAT 336 and CAT 3151 equipment to excavate the main trench (and place pipe) near the entrance. Contractor used a Komatsu PC490 LC excavator to dig trench and place storm drain and MH 8.7,8.8, 8.9. Once storm drain was placed contractor then placed No. 57 stone to 6 inches above the storm drain. Contractor compacted using walk-behind and sheeps-foot roller. Our representative observed contractor usinga CAT 3364 excavator to dig sewer trench between MH 6.8-6.9. Once contractor excavated the trench, main sewer line was placed. Contractor used CAT 938K loader to bring in No. 57 stone. They placed the No. 57 stone to 6 inches above the drainpipe. Backfill was then placed and compacted with a walk-behind roller. Contractors also used a Komatsu PC490 LC excavator to dig trench and lay storm drain between MH Ae.4-Ae.5. Once storm drain was placed, contractor placed No. 57 stone to 6 inches above pipe. Backfilling and compaction with a walk-behind roller then proceeded. <strong>Observations:</strong> <ol> <li><strong>Backfilling Activities:</strong> <ul> <li>Backfilling was in progress for the sanitation sewer, and storm drain</li> <li></li> </ul> </li> <li><strong>Sewer Installation:</strong> <ul> <li>Sewer main was placed between MH 8.7,8.8,8.9</li> <li>Storm drain was placed between MH 6.8-6.9, Ae.4-Ae.5</li> </ul> </li> <li><strong>Compaction Status:</strong> <ul> <li>Compaction was carried out, using walk behind roller</li> </ul> </li> </ol> <strong>Conclusion:</strong> The ongoing backfilling and storm drainpipe installation activities are progressing as planned, with considerations for lift sizes and temporary measures discussed with the foreman.
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