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Density Test Report
Date :10/29/2024
Project No :2024C237
Client Company :SR Homes
Arrival Time :10/29/2024 14:30
Onsite Hours :02:30
Name of the Project :Stonewood PH 4, Stone Road
Project Location :Watkinsville
Weather :sunny
Departure Time :10/29/2024 17:00
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 10/29/2024 | 1 | 20.4 | 102.3 | S-02 | 104.0 | 19.1 | 98.4 | 95 | D6938 | Pass |
| Location : | Stormwater trench, between existing MH and MHB1, Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 10/29/2024 | 2 | 18.6 | 102.5 | S-02 | 104.0 | 19.1 | 98.6 | 95 | D6938 | Pass |
| Location : | Stormwater trench, between MHB1 and MHB2, Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 10/29/2024 | 3 | 20 | 102.0 | S-02 | 104.0 | 19.1 | 98.1 | 95 | D6938 | Pass |
| Location : | Roadway (location is shown in the picture), Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 10/29/2024 | 4 | 22.7 | 101.8 | S-02 | 104.0 | 19.1 | 97.9 | 95 | D6938 | Pass |
| Location : | Roadway (location is shown in the picture), Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 10/29/2024 | 5 | 21.5 | 123.3 | S-02 | 104.0 | 19.1 | 97.6 | 95 | D6938 | Pass |
| Location : | Roadway (location is shown in the picture), Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
Technician Signature / DateAminullah Azimi, October 29, 2024
Reviewer Name / DateKenneth Mosman, January 12, 2025