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Density Test Report
Date :04/16/2025
Project No :2024C213
Client Company :WDG
Arrival Time :04/16/2025 08:00
Onsite Hours :
Name of the Project :Covington Town Center PH II
Project Location :Covington, GA
Weather :
Departure Time :04/16/2025
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 04/16/2025 | 1 | 18.8 | 102.2 | ASECP001 | 106.0 | 18.2 | 96.4 | 95 | D6938 | Pass |
| Location : | Sewer line b/n 8E and 8F, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 04/16/2025 | 2 | 18.2 | 97.2 | ASECP001 | 106.0 | 18.2 | 91.7 | 95 | D6938 | Fail |
| Location : | Storm line b/n A0 and B1, Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | Contractor informed of failing test and recommended recompaction and retesting. Moisture contents were okay. | Gauge Serial No. :30942 | ||||||||
Technician Signature / DateSolomon Cherie, April 16, 2025
Reviewer Name / DateKenneth Mosman, May 03, 2025
