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Density Test Report
Date :01/02/2024
Project No :2023C141
Client Company :Toll Bros
Arrival Time :01/02/2024 12:30
Onsite Hours :04:00
Name of the Project :N. Gate - Old Atlanta Road
Project Location :Cumming
Weather :sunny
Departure Time :01/02/2024 16:30
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 01/01/2024 | 1 | 20.4 | 103.0 | 24468 | 111.3 | 17.5 | 92.5 | 90 | D6938 | Pass |
| Location : | for roadway (location shows in picture), Elv/Depth :20 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/01/2024 | 2 | 17.6 | 105.4 | 24468 | 111.3 | 17.5 | 94.7 | 90 | D6938 | Pass |
| Location : | at roadway (location shown in picture) , Elv/Depth :25 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/01/2024 | 3 | 16.5 | 100.7 | 24468 | 111.3 | 17.5 | 90.5 | 90 | D6938 | Pass |
| Location : | at roadway (location shown in picture), Elv/Depth :18 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. : | |||||||||
| 01/01/2024 | 4 | 17.9 | 98.0 | 24469 | 103.9 | 18.7 | 94.3 | 90 | D6938 | Pass |
| Location : | Sewer trench, 20 feet SW of MH B5, Elv/Depth :5.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/01/2024 | 5 | 19.8 | 100.0 | 24469 | 103.9 | 18.7 | 96.2 | 90 | D6938 | Pass |
| Location : | Sewer trench, 118 feet SW of MH B5, Elv/Depth :5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
Technician Signature / DateAminullah Azimi, January 2, 2024
Reviewer Name / DateKenneth Mosman, March 10, 2024