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Density Test Report
Date :05/16/2025
Project No :2024C213
Client Company :WDG
Arrival Time :05/16/2025 7:30
Onsite Hours :04:30
Name of the Project :Covington Town Center PH II
Project Location :Covington, GA
Weather :cloudy
Departure Time :05/16/2025 12:00
ASEC Technician Name :Aminullah Azimi
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 05/16/2025 | 1 | 30 | 88.5 | ASECP001 | 106.0 | 18.2 | 83.5 | 95 | D6938 | Fail |
| Location : | Retaining wall B, station 0+25, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | In-situ moisture contents much higher than optimum. Recommended scarify, aerate and recompaction. | Gauge Serial No. :85759 | ||||||||
| 05/16/2025 | 2 | 29.5 | 88.6 | ASECP001 | 106.0 | 18.2 | 83.6 | 95 | D6938 | Fail |
| Location : | retaining wall B, station 0+75, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | In-situ moisture contents much higher than optimum. Recommended scarify, aerate and recompaction. | Gauge Serial No. :85759 | ||||||||
Technician Signature / DateAminullah Azimi, May 16, 2025
Reviewer Name / DateKenneth Mosman, June 09, 2025