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Density Test Report
Date :05/20/2025
Project No :2024C213
Client Company :WDG
Arrival Time :05/20/2025 08:15
Onsite Hours :
Name of the Project :Covington Town Center PH II
Project Location :Covington, GA
Weather :
Departure Time :
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 05/20/2025 | 01 | 17.0 | 101.5 | ASECP001 | 106.0 | 18.2 | Check | |||
| Location : | Stockpile, Elv/Depth : | |||||||||
| Comment : | ||||||||||
| 05/20/2025 | 1 | 22.8 | 94.6 | 28586 | 98.7 | 20.6 | 95.8 | 95 | D6938 | Pass |
| Location : | Retaining wall, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 05/20/2025 | 2 | 15.9 | 98.8 | 2025-017 SP | 99.0 | 18.3 | 99.8 | 95 | D6938 | Pass |
| Location : | Retaining wall, Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 05/20/2025 | 3 | 18.5 | 99.6 | 2025-017 SP | 99.0 | 18.3 | 100.6 | 95 | D6938 | Pass |
| Location : | Retaining wall, Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
Technician Signature / DateSolomon Cherie, May 20, 2025
Reviewer Name / DateKenneth Mosman, June 09, 2025