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Density Test Report
Date :06/04/2025
Project No :2024C213
Client Company :WDG
Arrival Time :06/04/2025 08:30
Onsite Hours :02:00
Name of the Project :Covington Town Center PH II
Project Location :Covington, GA
Weather :overcast
Departure Time :06/04/2025 10:30
ASEC Technician Name :Sean Willett
Observations/Finding
| Test Date | Test Number | Moisture Content (%) | Dry Density (pcf) | Proctor Number | Max. Dry Density (pcf) | Optimum Moisture (%) | Compaction (%) | Specified Compaction (%) | ASTM Test Method | Pass/Fail |
|---|---|---|---|---|---|---|---|---|---|---|
| 06/04/2025 | 1 | 20.2 | -34.9 | 0 | -Infinity | D2937 | Pass | |||
| Location : | Backfill stockpile for retaining walls, Elv/Depth :Within the top 2 feet | |||||||||
| Comment : | Moisture content checks on fill for last two-foot lift (from stockpile). Well above optimum moisture content of 18.2%. | |||||||||
| 06/04/2025 | 2 | 22.4 | 0.0 | 0 | NaN | D2937 | Pass | |||
| Location : | Backfill stockpile for retaining walls, Elv/Depth :Within the top 2 feet | |||||||||
| Comment : | Moisture content checks on fill for last two-foot lift (from stockpile). Well above optimum moisture content of 18.2%. | |||||||||
| 06/04/2025 | 3 | 19.8 | 0.0 | 0 | NaN | D2937 | Pass | |||
| Location : | Backfill stockpile for retaining walls, Elv/Depth :Within the top 2 feet | |||||||||
| Comment : | ||||||||||
Technician Signature / DateSean Willett, June 4, 2025
Reviewer Name / DateKenneth Mosman, July 17, 2025