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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
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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 on site this shift: Our representative observed the contractor place backfill using a CAT 315F excavator to complete backfilling of MH 9.1-9.3. Contractor added No. 57 stone to 6 inches above pipe. Then contractor added sewer laterals and placed GAB from MH 9.1-9.3 and compacted with a walk-behind roller. Our representative observed contractors use a PC 490 excavator to backfill 150ft of sewer trench from MH 6.7-6.8. After the trench was excavated, the contractor placed No. 57 stone and Gab near the surface. Gab was compacted with walk-behind roller. <strong>Observations:</strong> <ol> <li><strong>Backfilling Activities:</strong> Contractors placed backfill in sewer laterals and storm trenches. Also Added 6 inches of No. 57 stone, then a GAB.</li> </ol> <strong>Conclusion:</strong> The ongoing backfilling and storm drainpipe installation activities are progressing as planned.
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