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Density Test Report
Date :12/03/2024
Project No :2024C237
Client Company :SR Homes
Arrival Time :12/03/2024 8:00
Onsite Hours :05:00
Name of the Project :Stonewood PH 4, Stone Road
Project Location :Watkinsville
Weather :cloudy
Departure Time :12/03/2024 13:00
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 12/03/2024 | 1 | 25.1 | 96.6 | S-01 | 101.2 | 18.6 | 95.5 | 95 | D6938 | Pass |
| Location : | Stormwater trench, 50 feet NE from MHA5, Elv/Depth :3.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 12/03/2024 | 2 | 23.2 | 119.0 | S-01 | 101.2 | 18.6 | 95.5 | 95 | D6938 | Pass |
| Location : | Stormwater trench, 45 feet SW from MHA6, Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 12/03/2024 | 3 | 21 | 102.0 | S-02 | 104.0 | 19.1 | 98.1 | 95 | D6938 | Pass |
| Location : | Stormwater trench, 23 feet NW from MHA9, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 12/03/2024 | 4 | 21.3 | 101.4 | S-02 | 104.0 | 19.1 | 97.5 | 95 | D6938 | Pass |
| Location : | Stormwater trench, 50 feet SE from MHA1, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 12/03/2024 | 5 | 22.2 | 99.3 | S-02 | 104.0 | 19.1 | 95.5 | 95 | D6938 | Pass |
| Location : | Stormwater trench, between MHA1 and MHA9, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
Technician Signature / DateAminullah Azimi, December 3, 2024
Reviewer Name / DateKenneth Mosman, January 12, 2025