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Density Test Report
Date :02/06/2025
Project No :2024C237
Client Company :SR Homes
Arrival Time :02/06/2025 16:30
Onsite Hours :02:00
Name of the Project :Stonewood PH 4, Stone Road
Project Location :Watkinsville
Weather :sunny
Departure Time :02/06/2025 18:30
ASEC Technician Name :Aminullah Azimi
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 02/06/2025 | 1 | 24 | 99.2 | S-02 | 104.0 | 19.1 | 95.4 | 95 | D6938 | Pass |
| Location : | water line in front of Lot #79, Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 02/06/2025 | 2 | 24.3 | 97.5 | S-02 | 104.0 | 19.1 | 93.8 | 95 | D6938 | Fail |
| Location : | water line in front of Lot #78, Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | In-situ moisture content much higher than optimum. Scarify, aerate and recompaction recommended. | Gauge Serial No. :85759 | ||||||||
| 02/06/2025 | 3 | 23.5 | 98.9 | S-02 | 104.0 | 19.1 | 95.1 | 95 | D6938 | Pass |
| Location : | water line in front of Lot #77, Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 02/06/2025 | 4 | 23.4 | 99.8 | S-02 | 104.0 | 19.1 | 96.0 | 95 | D6938 | Pass |
| Location : | water line in front of Lot #79, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 02/06/2025 | 5 | 24.1 | 122.7 | S-02 | 104.0 | 19.1 | 95.1 | 95 | D6938 | Pass |
| Location : | water line in front of Lot #77, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
Technician Signature / DateAminullah Azimi, February 6, 2025
Reviewer Name / DateKenneth Mosman, April 29, 2025