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Density Test Report
Date :10/13/2025
Project No :2025C245
Client Company :Bearing Engineering
Arrival Time :10/13/2025 07:00
Onsite Hours :11:00
Name of the Project :Dunkin Donuts 2025
Project Location :US 29, Palmetto, GA
Weather :Sunny
Departure Time :10/13/2025 18:00
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 10/13/2025 | 1 | 21.3 | 90.8 | 3 | 94.7 | 25.3 | 95.9 | 95 | D6938 | Pass |
| Location : | testing location #3 retaining wall, Elv/Depth :at finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/13/2025 | 2 | 20.5 | 88.0 | 3 | 94.7 | 25.3 | 92.9 | 95 | D6938 | Fail |
| Location : | testing location #2 retaining wall, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | In-situ moisture content well below optimum moisture. Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/13/2025 | 3 | 20.5 | 93.9 | 3 | 94.7 | 25.3 | 99.2 | 95 | D6938 | Pass |
| Location : | testing location #1 retaining wall, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/13/2025 | 4 | 22.1 | 87.4 | 3 | 94.7 | 25.3 | 92.3 | 95 | D6938 | Fail |
| Location : | testing location #2 retaining wall, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Retest of previous failing test. Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/13/2025 | 5 | 19.1 | 98.2 | 3 | 94.7 | 25.3 | 103.7 | 95 | D6938 | Pass |
| Location : | testing location #2 retaining wall, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Retest | Gauge Serial No. :77-19952 | ||||||||
| 10/13/2025 | 6 | 23.9 | 71.8 | 3 | 94.7 | 25.3 | 75.8 | 95 | D6938 | Fail |
| Location : | Roadway in front of retaining wall, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/13/2025 | 7 | 21.3 | 79.4 | 3 | 94.7 | 25.3 | 83.8 | 95 | D6938 | Fail |
| Location : | roadway in front of retaining wall, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/13/2025 | 8 | 19.4 | 91.7 | 3 | 94.7 | 25.3 | 96.8 | 95 | D6938 | Pass |
| Location : | roadway in front of retaining wall, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Retest | Gauge Serial No. :77-19952 | ||||||||
| 10/13/2025 | 9 | 22.8 | 79.3 | 3 | 94.7 | 25.3 | 83.7 | 95 | D6938 | Fail |
| Location : | roadway in front of retaining wall, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Retest | Gauge Serial No. :77-19952 | ||||||||
| 10/13/2025 | 10 | 20.2 | 93.0 | 3 | 94.7 | 25.3 | 98.2 | 95 | D6938 | Pass |
| Location : | roadway in front of wall, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Retest | Gauge Serial No. :77-19952 | ||||||||
| 10/13/2025 | 11 | 21.3 | 87.2 | 3 | 94.7 | 25.3 | 92.1 | 95 | D6938 | Fail |
| Location : | testing location #2 retaining wall, Elv/Depth :at finished grade | |||||||||
| Comment : | Reompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/13/2025 | 12 | 21.1 | 90.3 | 3 | 94.7 | 25.3 | 95.4 | 95 | D6938 | Pass |
| Location : | testing location #1 retaining wall, Elv/Depth :at finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/13/2025 | 13 | 22.5 | 91.5 | 3 | 94.7 | 25.3 | 96.6 | 95 | D6938 | Pass |
| Location : | testing location #2 retaining wall, Elv/Depth :at finished grade | |||||||||
| Comment : | Retest | Gauge Serial No. :77-19952 | ||||||||
Technician Signature / DateSean Willett, October 13, 2025
Reviewer Name / DateKenneth Mosman, October 14, 2025