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Density Test Report
Date :04/28/2025
Project No :2024C213
Client Company :WDG
Arrival Time :04/28/2025 07:30
Onsite Hours :
Name of the Project :Covington Town Center PH II
Project Location :Covington, GA
Weather :
Departure Time :04/28/2025
ASEC Technician Name :Solomon Cherie
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 04/28/2025 | 1 | 32 | 87.0 | 2025-017 SP | 99.0 | 18.3 | 87.9 | 95 | D6938 | Fail |
| Location : | Fire line backfill, Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | In-situ moisture contents much higher than optimum. Recommended contractor scarify (spread soils out), aerate and recompact when drier. | Gauge Serial No. :30942 | ||||||||
| 04/28/2025 | 02 | 30 | 86.5 | 2025-017 SP | 99.0 | 18.3 | 87.4 | 95 | D6938 | Fail |
| Location : | Fire line backfill, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | In-situ moisture contents much higher than optimum. Recommended contractor scarify (spread soils out), aerate and recompact when drier. | Gauge Serial No. :30942 | ||||||||
Technician Signature / DateSolomon Cherie, April 28, 2025
Reviewer Name / DateKenneth Mosman, May 04, 2025