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Density Test Report
Date :01/03/2024
Project No :2023C141
Client Company :Toll Bros
Arrival Time :01/03/2024 9:00
Onsite Hours :04:30
Name of the Project :N. Gate - Old Atlanta Road
Project Location :Cumming
Weather :sunny
Departure Time :01/03/2024 13:30
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 01/03/2024 | 1 | 20.6 | 102.5 | 24468 | 111.3 | 17.5 | 92.1 | 90 | D6938 | Pass |
| Location : | Sewer line, 35 feet SW of MH B4,, Elv/Depth :6.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/03/2024 | 2 | 16.2 | 98.3 | 24469 | 103.9 | 18.7 | 94.6 | 90 | D6938 | Pass |
| Location : | Sewer line, 40 feet NE of MH B4,, Elv/Depth :6 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/03/2024 | 3 | 22.4 | 99.0 | 24469 | 103.9 | 18.7 | 95.3 | 90 | D6938 | Pass |
| Location : | 93 feet SW of MH B5,, Elv/Depth :5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/03/2024 | 4 | 19.9 | 95.2 | 24469 | 103.9 | 18.7 | 91.6 | 90 | D6938 | Pass |
| Location : | roadway (location shows in pictures), Elv/Depth :16 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/03/2024 | 5 | 16.7 | 103.0 | 24468 | 111.3 | 17.5 | 92.5 | 90 | D6938 | Pass |
| Location : | roadway (location shows in pictures), Elv/Depth :19 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
Technician Signature / DateAminullah Azimi, January 3, 2024
Reviewer Name / DateKenneth Mosman, March 10, 2024