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Density Test Report
Date :10/08/2025
Project No :2025C245
Client Company :Bearing Engineering
Arrival Time :10/08/2025 06:15
Onsite Hours :08:45
Name of the Project :Dunkin Donuts 2025
Project Location :US 29, Palmetto, GA
Weather :Overcast
Departure Time :10/08/2025 15:00
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 10/08/2025 | 1 | 19.4 | 85.6 | 2 | 103.6 | 17.1 | 82.6 | 95 | D6938 | Fail |
| Location : | testing location #6 retaining wall, Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/08/2025 | 2 | 21 | 84.8 | 2 | 103.6 | 17.1 | 81.9 | 95 | D6938 | Fail |
| Location : | testing location #5 retaining wall , Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | In-situ moisture content higher than optimum. Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/08/2025 | 3 | 18.5 | 83.6 | 2 | 103.6 | 17.1 | 80.7 | 95 | D6938 | Fail |
| Location : | testing location #4 retaining wall, Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/08/2025 | 4 | 19.8 | 86.5 | 2 | 103.6 | 17.1 | 83.5 | 95 | D6938 | Fail |
| Location : | testing location #3 retaining wall, Elv/Depth :3.5 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/08/2025 | 5 | 16 | 91.5 | 2 | 103.6 | 17.1 | 88.3 | 95 | D6938 | Fail |
| Location : | testing location #2 retaining wall , Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/08/2025 | 6 | 17.8 | 98.2 | 2 | 103.6 | 17.1 | 94.8 | 95 | D6938 | Fail |
| Location : | testing location #1, Elv/Depth :3.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/08/2025 | 7 | 22.5 | 85.1 | 2 | 103.6 | 17.1 | 82.1 | 95 | D6938 | Fail |
| Location : | testing location #5 retaining wall (retest) , Elv/Depth :3.5 feet below finished grade | |||||||||
| Comment : | In-situ moisture content much higher than optimum. Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/08/2025 | 8 | 16.2 | 99.6 | 2 | 103.6 | 17.1 | 96.1 | 95 | D6938 | Pass |
| Location : | testing location #6 retaining wall (retest), Elv/Depth :3.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/08/2025 | 9 | 15.7 | 101.0 | 2 | 103.6 | 17.1 | 97.5 | 95 | D6938 | Pass |
| Location : | testing location #5 retaining wall (retest), Elv/Depth :3.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/08/2025 | 10 | 16.7 | 95.8 | 2 | 103.6 | 17.1 | 92.5 | 95 | D6938 | Fail |
| Location : | testing location #4 retaining wall (retest), Elv/Depth :3.5 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/08/2025 | 11 | 14.2 | 100.8 | 2 | 103.6 | 17.1 | 97.3 | 95 | D6938 | Pass |
| Location : | testing location #3 retaining wall (retest), Elv/Depth :3.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/08/2025 | 12 | 18.6 | 86.7 | 2 | 103.6 | 17.1 | 83.7 | 95 | D6938 | Fail |
| Location : | testing location #2 retaining wall (retest), Elv/Depth :3.5 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/08/2025 | 13 | 17.2 | 99.8 | 2 | 103.6 | 17.1 | 96.3 | 95 | D6938 | Pass |
| Location : | testing location #2 retaining wall (retest), Elv/Depth :3.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/08/2025 | 14 | 12.3 | 104.6 | 2 | 103.6 | 17.1 | 101.0 | 95 | D6938 | Pass |
| Location : | testing location #1 retaining wall (retest), Elv/Depth :3.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/08/2025 | 15 | 17.6 | 98.0 | 2 | 103.6 | 17.1 | 94.6 | 95 | D6938 | Fail |
| Location : | testing location #1 retaining wall, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/08/2025 | 16 | 14.8 | 101.0 | 2 | 103.6 | 17.1 | 97.5 | 95 | D6938 | Pass |
| Location : | testing location #6 , Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/08/2025 | 17 | 16.1 | 102.2 | 2 | 103.6 | 17.1 | 98.6 | 95 | D6938 | Pass |
| Location : | testing location #5 , Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/08/2025 | 18 | 14.9 | 103.5 | 2 | 103.6 | 17.1 | 99.9 | 95 | D6938 | Pass |
| Location : | test location #4 retaining wall, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/08/2025 | 19 | 15.2 | 103.1 | 2 | 103.6 | 17.1 | 99.5 | 95 | D6938 | Pass |
| Location : | testing location #3 retaining wall, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
Technician Signature / DateSean Willett, October 8, 2025
Reviewer Name / DateKenneth Mosman, October 13, 2025