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Density Test Report
Date :10/07/2025
Project No :2025C245
Client Company :Bearing Engineering
Arrival Time :10/07/2025 08:00
Onsite Hours :06:00
Name of the Project :Dunkin Donuts 2025
Project Location :US 29, Palmetto, GA
Weather :Overcast
Departure Time :10/07/2025 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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 10/07/2025 | 1 | 23.5 | 83.1 | 3 | 94.7 | 25.3 | 87.8 | 95 | D6938 | Fail |
| Location : | Test location #2 retaining wall, Elv/Depth :5 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/07/2025 | 2 | 24.4 | 78.4 | 3 | 94.7 | 25.3 | 82.8 | 95 | D6938 | Fail |
| Location : | Test location #3 retaining wall, Elv/Depth :5 feet below finished grade | |||||||||
| Comment : | Field proctor: 101.0 @ 19% | Gauge Serial No. :77-19952 | ||||||||
| 10/07/2025 | 3 | 19.5 | 89.1 | 3 | 94.7 | 25.3 | 94.1 | 95 | D6938 | Fail |
| Location : | Test location #4 retaining wall, Elv/Depth :5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/07/2025 | 4 | 19.5 | 86.8 | 3 | 94.7 | 25.3 | 91.7 | 95 | D6938 | Fail |
| Location : | Test location #2 retaining wall (retest), Elv/Depth :5 feet below finished grade | |||||||||
| Comment : | Recompaction required. In-situ moisture contents not within optimum range. | Gauge Serial No. :77-19952 | ||||||||
| 10/07/2025 | #5 Moisture check | 18.7 | 0.0 | Check | ||||||
| Location : | stockpile, Elv/Depth :0 | |||||||||
| Comment : | within optimum range Field proctor: 101.0 @ 19% | |||||||||
| 10/07/2025 | 6 | 24 | 82.3 | 2 | 103.6 | 17.1 | 79.4 | 95 | D6938 | Fail |
| Location : | testing location #2 retaining wall (retest), Elv/Depth :5 feet below finished grade | |||||||||
| Comment : | In-situ moisture content well above optimum moisture. | Gauge Serial No. :77-19952 | ||||||||
| 10/07/2025 | 7 | 19.7 | 91.5 | 2 | 103.6 | 17.1 | 88.3 | 95 | D6938 | Fail |
| Location : | Testing location #3 retaining wall (retest), Elv/Depth :5 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/07/2025 | 8 | 18.8 | 89.4 | 2 | 103.6 | 17.1 | 86.3 | 95 | D6938 | Fail |
| Location : | Testing location #6 , Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/07/2025 | 9 | 18.8 | 88.3 | 2 | 103.6 | 17.1 | 85.2 | 95 | D6938 | Fail |
| Location : | Testing location #5 retaining wall , Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/07/2025 | 10 | 18 | 97.7 | 2 | 103.6 | 17.1 | 94.3 | 95 | D6938 | Fail |
| Location : | Testing location #4, Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/07/2025 | 11 | 12.1 | 102.1 | 2 | 103.6 | 17.1 | 98.6 | 95 | D6938 | Pass |
| Location : | Testing location #3, Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/07/2025 | 12 | 15.5 | 96.4 | 2 | 103.6 | 17.1 | 93.1 | 95 | D6938 | Fail |
| Location : | Testing location #2 , Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/07/2025 | 13 | 17.4 | 91.7 | 2 | 103.6 | 17.1 | 88.5 | 95 | D6938 | Fail |
| Location : | Testing location #3, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/07/2025 | 14 | 18.3 | 89.1 | 2 | 103.6 | 17.1 | 86.0 | 95 | D6938 | Fail |
| Location : | testing location #5 (retest), Elv/Depth :3.5 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/07/2025 | 15 | 15.6 | 105.9 | 2 | 103.6 | 17.1 | 102.2 | 95 | D6938 | Pass |
| Location : | testing location #2 retaining wall (retest), Elv/Depth :3.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/07/2025 | 16 | 16.9 | 100.8 | 2 | 103.6 | 17.1 | 97.3 | 95 | D6938 | Pass |
| Location : | testing location #2 retaining wall (retest), Elv/Depth :3.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/07/2025 | 17 | 19.2 | 95.0 | 2 | 103.6 | 17.1 | 91.7 | 95 | D6938 | Fail |
| Location : | testing location #5 retaining wall (retest), Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
| 10/07/2025 | 18 | 15.7 | 97.3 | 2 | 103.6 | 17.1 | 93.9 | 95 | D6938 | Fail |
| Location : | testing location #3 retaining wall (retest), Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Recompaction required. | Gauge Serial No. :77-19952 | ||||||||
Technician Signature / DateSean Willett, October 7, 2025
Reviewer Name / DateKenneth Mosman, October 13, 2025