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Density Test Report
Date :11/26/2024
Project No :2024C237
Client Company :SR Homes
Arrival Time :11/26/2024 8:00
Onsite Hours :04:30
Name of the Project :Stonewood PH 4, Stone Road
Project Location :Watkinsville
Weather :cloudy
Departure Time :11/26/2024 12:30
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 11/26/2024 | 1 | 22 | 101.4 | S-02 | 104.0 | 19.1 | 97.5 | 95 | D6938 | Pass |
| Location : | Stormwater trench, 25 feet NE from MHA4, Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 11/26/2024 | 2 | 23.5 | 101.1 | S-02 | 104.0 | 19.1 | 97.2 | 95 | D6938 | Pass |
| Location : | Stormwater trench, 35 feet SW from MHA5, Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 11/26/2024 | 3 | 22.5 | 102.7 | S-02 | 104.0 | 19.1 | 98.8 | 95 | D6938 | Pass |
| Location : | Stormwater trench, 30 feet SW from MHA5. , Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 11/26/2024 | 4 | 23.7 | 100.6 | S-02 | 104.0 | 19.1 | 96.7 | 95 | D6938 | Pass |
| Location : | Stormwater trench, 45 feet NE from MHA4, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
Technician Signature / DateAminullah Azimi, November 26, 2024
Reviewer Name / DateKenneth Mosman, January 12, 2025