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Density Test Report
Date :06/03/2025
Project No :2024C213
Client Company :WDG
Arrival Time :06/03/2025 08:30
Onsite Hours :01:30
Name of the Project :Covington Town Center PH II
Project Location :Covington, GA
Weather :overcast
Departure Time :06/03/2025 10:00
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 06/03/2025 | 1 | 24.3 | 89.6 | ASECP001 | 106.0 | 18.2 | 84.5 | 90 | D2937 | Fail |
| Location : | Left side on retaining wall located along main road, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | In-situ moisture contents well above optimum. Recommended that these materials be removed, spread out and aerated to reduce moisture content. | |||||||||
| 06/03/2025 | 2 | 26.0 | 87.1 | ASECP001 | 106.0 | 18.2 | 82.2 | 90 | D2937 | Fail |
| Location : | Middle of retaining wall located along main road, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | In-situ moisture contents well above optimum. Recommended that these materials be removed, spread out and aerated to reduce moisture content. | |||||||||
| 06/03/2025 | 3 | 23.1 | 89.9 | ASECP001 | 106.0 | 18.2 | 84.8 | 90 | D2937 | Fail |
| Location : | Right side of retaining wall located along main road, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | In-situ moisture contents well above optimum. Recommended that these materials be removed, spread out and aerated to reduce moisture content. | |||||||||
| 06/03/2025 | 4 | 28.2 | 84.1 | ASECP001 | 106.0 | 18.2 | 79.3 | 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. Recommended that these materials be removed, spread out and aerated to reduce moisture content. | |||||||||
| 06/03/2025 | 5 | 25.2 | 84.6 | ASECP001 | 106.0 | 18.2 | 79.8 | 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. Recommended that these materials be removed, spread out and aerated to reduce moisture content. | |||||||||
| 06/03/2025 | 6 | 27.7 | 83.1 | ASECP001 | 106.0 | 18.2 | 78.4 | 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. Recommended that these materials be removed, spread out and aerated to reduce moisture content. | |||||||||
Technician Signature / DateSean Willett, June 3, 2025
Reviewer Name / DateKenneth Mosman, July 17, 2025