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Density Test Report
Date :10/11/2025
Project No :2025C245
Client Company :Bearing Engineering
Arrival Time :10/11/2025 07:00
Onsite Hours :07:00
Name of the Project :Dunkin Donuts 2025
Project Location :US 29, Palmetto, GA
Weather :Sunny
Departure Time :10/11/2025 14:00
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 10/11/2025 | 1 | 26.3 | 92.9 | 3 | 94.7 | 25.3 | 98.1 | 95 | D6938 | Pass |
| Location : | test location #3 retaining wall, Elv/Depth :at finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/11/2025 | 2 | 16.6 | 100.9 | 2 | 103.6 | 17.1 | 97.4 | 95 | D6938 | Pass |
| Location : | test location #3 retaining wall, Elv/Depth :at finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/11/2025 | 3 | 24.2 | 84.6 | 3 | 94.7 | 25.3 | 89.3 | 95 | D6938 | Fail |
| Location : | roadway in front of retaining wall, Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/11/2025 | 4 | 29.2 | 86.1 | 3 | 94.7 | 25.3 | 90.9 | 95 | D6938 | Fail |
| Location : | roadway if front of retaining wall, Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | In-situ moisture contents higher than optimum. | Gauge Serial No. :77-19952 | ||||||||
| 10/11/2025 | 5 | 23.8 | 89.7 | 3 | 94.7 | 25.3 | 94.7 | 95 | D6938 | Fail |
| Location : | roadway in front of retaining wall (retest), Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/11/2025 | 6 | 24.3 | 79.8 | 3 | 94.7 | 25.3 | 84.3 | 95 | D6938 | Fail |
| Location : | roadway in front of retaining wall (retest), Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/11/2025 | 7 | 25.3 | 87.5 | 3 | 94.7 | 25.3 | 92.4 | 95 | D6938 | Fail |
| Location : | test location #3 retaining wall, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/11/2025 | 8 | 25.7 | 87.9 | 3 | 94.7 | 25.3 | 92.8 | 95 | D6938 | Fail |
| Location : | test location #2 retaining wall, Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/11/2025 | 9 | 26.2 | 92.7 | 3 | 94.7 | 25.3 | 97.9 | 95 | D6938 | Pass |
| Location : | test location #3 retaining wall (retest), Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/11/2025 | 10 | 25.2 | 92.7 | 3 | 94.7 | 25.3 | 97.9 | 95 | D6938 | Pass |
| Location : | test location #2 retaining wall (retest), Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/11/2025 | 11 | 22.9 | 92.3 | 3 | 94.7 | 25.3 | 97.5 | 95 | D6938 | Pass |
| Location : | test location #3 retaining wall, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/11/2025 | 12 | 24.9 | 91.7 | 3 | 94.7 | 25.3 | 96.8 | 95 | D6938 | Pass |
| Location : | test location #2 retaining wall, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/11/2025 | 13 | 19.7 | 88.0 | 3 | 94.7 | 25.3 | 92.9 | 95 | D6938 | Fail |
| Location : | roadway in front of retaining wall (retest), Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Recompaction required. In-situ moisture content much lower than optimum. | Gauge Serial No. :77-19952 | ||||||||
| 10/11/2025 | 14 | 25.1 | 90.5 | 3 | 94.7 | 25.3 | 95.6 | 95 | D6938 | Pass |
| Location : | roadway in front of retaining wall (retest), Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/11/2025 | 15 | 22.5 | 92.5 | 3 | 94.7 | 25.3 | 97.7 | 95 | D6938 | Pass |
| Location : | roadway in front of retaining wall (retest) , Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/11/2025 | 16 | 24.4 | 86.7 | 3 | 94.7 | 25.3 | 91.6 | 95 | D6938 | Fail |
| Location : | test location #1 retaining wall, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/11/2025 | 17 | 24.8 | 90.2 | 3 | 94.7 | 25.3 | 95.2 | 95 | D6938 | Pass |
| Location : | test location #1 retaining wall (retest), Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
Technician Signature / DateSean Willett, October 11, 2025
Reviewer Name / DateKenneth Mosman, October 14, 2025