- Home
- Density Test Report Report ID: 82213
- Edit Download Report
Density Test Report
Date :06/05/2025
Project No :2024C213
Client Company :WDG
Arrival Time :06/05/2025 09:00
Onsite Hours :02:00
Name of the Project :Covington Town Center PH II
Project Location :Covington, GA
Weather :sunny
Departure Time :06/05/2025 11:00
ASEC Technician Name :Sean Willett
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 06/05/2025 | 1 | 19.5 | 94.4 | 2025-017 SP | 99.0 | 18.3 | 95.4 | 90 | D2937 | Pass |
| Location : | Left side of retaining wall located along main road , Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | ||||||||||
| 06/05/2025 | 2 | 22.0 | 90.3 | 2025-017 SP | 99.0 | 18.3 | 91.2 | 90 | D2937 | Pass |
| Location : | Middle of retaining wall located along main road, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | ||||||||||
| 06/05/2025 | 3 | 20.9 | 90.3 | 2025-017 SP | 99.0 | 18.3 | 91.2 | 90 | D2937 | Pass |
| Location : | Right side of retaining wall located along main road, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | ||||||||||
| 06/05/2025 | 4 | 23.6 | 88.5 | 2025-017 SP | 99.0 | 18.3 | 89.4 | 90 | D2937 | Fail |
| Location : | Left side of retaining wall located on building pad, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | In-situ moisture contents well above optimum. Materials should be removed, scarified and aerated. | |||||||||
| 06/05/2025 | 5 | 34.0 | 80.4 | 2025-017 SP | 99.0 | 18.3 | 81.2 | 90 | D2937 | Fail |
| Location : | Middle of retaining wall located on building pad, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | In-situ moisture contents well above optimum. Materials should be removed, scarified and aerated. | |||||||||
| 06/05/2025 | 6 | 24.0 | 85.0 | 2025-017 SP | 99.0 | 18.3 | 85.9 | 90 | D2937 | Fail |
| Location : | Right side of retaining wall located on building pad, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | In-situ moisture contents well above optimum. Materials should be removed, scarified and aerated. | |||||||||
| 06/05/2025 | 7 | 20.3 | 90.1 | 2025-017 SP | 99.0 | 18.3 | 91.0 | 90 | D2937 | Pass |
| Location : | Middle of retaining wall located on building pad (retest), Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | ||||||||||
Technician Signature / DateSean Willett, June 5, 2025
Reviewer Name / DateKenneth Mosman, July 17, 2025