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Density Test Report
Date :10/10/2025
Project No :2025C245
Client Company :Bearing Engineering
Arrival Time :10/10/2025 09:00
Onsite Hours :07:00
Name of the Project :Dunkin Donuts 2025
Project Location :US 29, Palmetto, GA
Weather :Sunny
Departure Time :10/10/2025 16:00
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 10/10/2025 | 1 | 14.8 | 99.6 | 2 | 103.6 | 17.1 | 96.1 | 95 | D6938 | Pass |
| Location : | testing location #6 retaining wall, Elv/Depth :at finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/10/2025 | 2 | 18.3 | 96.1 | 2 | 103.6 | 17.1 | 92.8 | 95 | D6938 | Fail |
| Location : | testing location #5 retaining wall, Elv/Depth :at finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/10/2025 | 3 | 24.4 | 84.2 | 3 | 94.7 | 25.3 | 88.9 | 95 | D6938 | Fail |
| Location : | roadway in front of retaining wall, Elv/Depth :6 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/10/2025 | 4 | 26.9 | 85.2 | 3 | 94.7 | 25.3 | 90.0 | 95 | D6938 | Fail |
| Location : | roadway in front of retaining wall, Elv/Depth :6 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/10/2025 | 5 | 24.6 | 84.8 | 3 | 94.7 | 25.3 | 89.5 | 95 | D6938 | Fail |
| Location : | roadway in front of retaining wall (retest), Elv/Depth :6 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/10/2025 | 6 | 29 | 76.4 | 3 | 94.7 | 25.3 | 80.7 | 95 | D6938 | Fail |
| Location : | roadway in front of retaining wall (retest), Elv/Depth :6 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/10/2025 | 7 | 18.3 | 99.6 | 2 | 103.6 | 17.1 | 96.1 | 95 | D6938 | Pass |
| Location : | test location #4 retaining wall, Elv/Depth :at finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/10/2025 | 8 | 14 | 101.3 | 2 | 103.6 | 17.1 | 97.8 | 95 | D6938 | Pass |
| Location : | test location #3 retaining wall, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/10/2025 | 9 | 17.6 | 95.0 | 2 | 103.6 | 17.1 | 91.7 | 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 | ||||||||
| 10/10/2025 | 10 | 17.5 | 98.2 | 2 | 103.6 | 17.1 | 94.8 | 95 | D6938 | Fail |
| Location : | testing location #2 (retest), Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
Technician Signature / DateSean Willett, October 10, 2025
Reviewer Name / DateKenneth Mosman, October 14, 2025