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Density Test Report
Date :01/15/2024
Project No :2023C141
Client Company :Toll Bros
Arrival Time :01/15/2024 11:30
Onsite Hours :05:30
Name of the Project :N. Gate - Old Atlanta Road
Project Location :Cumming
Weather :cloudy
Departure Time :01/15/2024 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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 01/15/2024 | 1 | 20.1 | 101.7 | 24468 | 111.3 | 17.5 | 91.4 | 90 | D6938 | Pass |
| Location : | Trench under road (location shown in pictures), Elv/Depth :16 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/15/2024 | 2 | 18.1 | 109.7 | 24468 | 111.3 | 17.5 | 98.6 | 90 | D6938 | Pass |
| Location : | Trench under road (locations shown in pictures), Elv/Depth :20 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/15/2024 | 3 | 16.7 | 94.8 | 24469 | 103.9 | 18.7 | 91.2 | 90 | D6938 | Pass |
| Location : | Sewer trench 21 feet north of MH B2, Elv/Depth :7 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/15/2024 | 5 | 17.4 | 94.8 | 24469 | 103.9 | 18.7 | 91.2 | 90 | D6938 | Pass |
| Location : | Sewer trench 26 feet south of MH B3, Elv/Depth :8 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
Technician Signature / DateAminullah Azimi, January 15, 2024
Reviewer Name / DateKenneth Mosman, March 10, 2024