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Density Test Report
Date :04/15/2025
Project No :2024C213
Client Company :WDG
Arrival Time :04/15/2025 8:00
Onsite Hours :10:00
Name of the Project :Covington Town Center PH II
Project Location :Covington, GA
Weather :sunny
Departure Time :04/15/2025 18:00
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 04/15/2025 | 1 | 16.5 | 103.8 | ASECP001 | 106.0 | 18.2 | 97.9 | 95 | D6938 | Pass |
| Location : | water storm trench, between existing MH and MHC1, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 04/15/2025 | 2 | 17.5 | 122.5 | ASECP001 | 106.0 | 18.2 | 98.4 | 95 | D6938 | Pass |
| Location : | water storm trench, 33 feet East from MHC1, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 04/15/2025 | 3 | 15.9 | 104.3 | ASECP001 | 106.0 | 18.2 | 98.4 | 95 | D6938 | Pass |
| Location : | water storm trench, 53 feet West from MHD1, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 04/15/2025 | 4 | 17.5 | 102.2 | ASECP001 | 106.0 | 18.2 | 96.4 | 95 | D6938 | Pass |
| Location : | water storm trench, between MHC1 and MHC2, Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
Technician Signature / DateAminullah Azimi, April 15, 2025
Reviewer Name / DateKenneth Mosman, May 02, 2025