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Density Test Report
Date :11/23/2024
Project No :2024C237
Client Company :SR Homes
Arrival Time :11/23/2024 12:30
Onsite Hours :04:30
Name of the Project :Stonewood PH 4, Stone Road
Project Location :Watkinsville
Weather :sunny
Departure Time :11/23/2024 17:00
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 11/23/2024 | 1 | 24.3 | 100.0 | S-02 | 104.0 | 19.1 | 96.2 | 95 | D6938 | Pass |
| Location : | Stormwater trench, 38 feet NE from MHA3, Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 11/23/2024 | 2 | 25.2 | 99.6 | S-02 | 104.0 | 19.1 | 95.8 | 95 | D6938 | Pass |
| Location : | stormwater trench, 55 feet SW from MHA4, Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 11/23/2024 | 3 | 24.3 | 123.3 | S-02 | 104.0 | 19.1 | 95.4 | 95 | D6938 | Pass |
| Location : | stormwater trench, 50 feet NE from MHA3, Elv/Depth :finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 11/23/2024 | 4 | 23.1 | 100.6 | S-02 | 104.0 | 19.1 | 96.7 | 95 | D6938 | Pass |
| Location : | 45 feet to the SW of MHA4, Elv/Depth :finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 11/23/2024 | 5 | 23.2 | 122.3 | S-02 | 104.0 | 19.1 | 95.5 | 95 | D6938 | Pass |
| Location : | stormwater trench, between MHA4 and MHA4.1., Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
Technician Signature / DateAminullah Azimi, November 23, 2024
Reviewer Name / DateKenneth Mosman, January 12, 2025