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Density Test Report
Date :12/04/2024
Project No :2024C237
Client Company :SR Homes
Arrival Time :12/04/2024 11:30
Onsite Hours :04:30
Name of the Project :Stonewood PH 4, Stone Road
Project Location :Watkinsville
Weather :sunny
Departure Time :12/04/2024 16:00
ASEC Technician Name :
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 12/04/2024 | 1 | 22.2 | 99.0 | S-02 | 104.0 | 19.1 | 95.2 | 95 | D6938 | Pass |
| Location : | Storm water trench, between MHA9 and MHA9.1, Elv/Depth :finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 12/04/2024 | 2 | 21.2 | 99.1 | S-02 | 104.0 | 19.1 | 95.3 | 95 | D6938 | Pass |
| Location : | Storm water trench, 55 feet to the NE from MHA5, Elv/Depth :finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 12/04/2024 | 3 | 22.4 | 101.6 | S-02 | 104.0 | 19.1 | 97.7 | 95 | D6938 | Pass |
| Location : | Storm water trench, 30 feet to the SW from MHA6, Elv/Depth :finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 12/04/2024 | 4 | 22.1 | 99.0 | S-02 | 104.0 | 19.1 | 95.2 | 95 | D6938 | Pass |
| Location : | Storm water trench, 43 feet to the NE from MHA6., Elv/Depth :4 feet below finish grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 12/04/2024 | 5 | 20.3 | 102.8 | S-02 | 104.0 | 19.1 | 98.8 | 95 | D6938 | Pass |
| Location : | Storm water trench, 37 feet to the SW from MHA7, Elv/Depth :4 feet below finish grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
Technician Signature / DateAminullah Azimi, December 4, 2024