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Density Test Report
Date :10/06/2023
Project No :2023C144
Client Company :CCG
Arrival Time :10/06/2023 8:00
Onsite Hours :08:00
Name of the Project :Carodel Farms @ Union Church Rd
Project Location :Flowery Branch
Weather :sunny
Departure Time :10/06/2023 16:00
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 10/06/2023 | 1 | 19.8 | 94.4 | P-1 | 96.5 | 22.3 | 97.8 | 90 | D6938 | Pass |
| Location : | road to the north of Lot #11., Elv/Depth :finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 10/06/2023 | 2 | 20 | 94.4 | P-1 | 96.5 | 22.3 | 97.8 | 90 | D6938 | Pass |
| Location : | road to the north of Lot #13., Elv/Depth :finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 10/06/2023 | 3 | 20.9 | 94.5 | P-1 | 96.5 | 22.3 | 97.9 | 90 | D6938 | Pass |
| Location : | road to the of Lot #15., Elv/Depth :finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 10/06/2023 | 4 | 20.1 | 88.4 | P-1 | 96.5 | 22.3 | 91.6 | 90 | D6938 | Pass |
| Location : | water storm trench, 51 feet to SE of MH 62, Elv/Depth :3.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 10/06/2023 | 5 | 18.1 | 89.4 | P-1 | 96.5 | 22.3 | 92.6 | 90 | D6938 | Pass |
| Location : | Water storm trench, 21 feet to NW of MH 63,, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
Technician Signature / DateAminullah Azimi, October 6, 2023
Reviewer Name / DateKenneth Mosman, October 08, 2023