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Density Test Report
Date :04/17/2025
Project No :2024C213
Client Company :WDG
Arrival Time :04/17/2025 8:00
Onsite Hours :9:30
Name of the Project :Covington Town Center PH II
Project Location :Covington, GA
Weather :sunny
Departure Time :04/17/2025 17:30
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 04/17/2025 | 1 | 17.7 | 103.7 | ASECP001 | 106.0 | 18.2 | 97.8 | 95 | D6938 | Pass |
| Location : | storm trench, between MHA0 and MHB1, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 04/17/2025 | 2 | 16.2 | 95.3 | 2025-017 SP | 99.0 | 18.3 | 96.3 | 95 | D6938 | Pass |
| Location : | service line, in front of building, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 04/17/2025 | 3 | 16.7 | 103.6 | ASECP001 | 106.0 | 18.2 | 97.7 | 95 | D6938 | Pass |
| Location : | sewer trench, 25 feet to the east from existing MH, Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 04/17/2025 | 4 | 19.2 | 95.6 | 2025-017 SP | 99.0 | 18.3 | 96.6 | 95 | D6938 | Pass |
| Location : | water storm trench, between MHB1 and MH B2, Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 04/17/2025 | 5 | 16.5 | 103.9 | ASECP001 | 106.0 | 18.2 | 98.0 | 95 | D6938 | Pass |
| Location : | water storm trench, between MHB2 and MHB3, Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 04/17/2025 | 6 | 16.9 | 104.4 | ASECP001 | 106.0 | 18.2 | 98.5 | 95 | D6938 | Pass |
| Location : | water storm trench, between MHB3 and MHB4, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 04/17/2025 | 7 | 17.6 | 103.8 | ASECP001 | 106.0 | 18.2 | 97.9 | 95 | D6938 | Pass |
| Location : | water storm trench, 78 feet below to the west from MHD1, Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 04/17/2025 | 8 | 20.1 | 94.4 | 28586 | 98.7 | 20.6 | 95.6 | 95 | D6938 | Pass |
| Location : | water storm trench, 16 feet to the SW from MHB1, Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 04/17/2025 | 9 | 17.1 | 105.0 | ASECP001 | 106.0 | 18.2 | 99.1 | 95 | D6938 | Pass |
| Location : | water storm trench, between MHA0 and MHB1, Elv/Depth :at finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 04/17/2025 | 10 | 17.2 | 120.1 | ASECP001 | 106.0 | 18.2 | 96.7 | 95 | D6938 | Pass |
| Location : | service line, in the front of building , Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
Technician Signature / DateAminullah Azimi, April 17, 2025
Reviewer Name / DateKenneth Mosman, May 04, 2025