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Density Test Report
Date :02/21/2022
Project No :2022C109
Client Company :CWM
Arrival Time :02/08/2022
Onsite Hours :
Name of the Project :Asphalt Plant, Dalton
Project Location :Dalton
Weather :Cloudy and Cold
Departure Time :02/08/2022
ASEC Technician Name :Russell Hendrix
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 02/08/2022 | 1 | 4.3 | 142.0 | P-01 | 150.7 | 7.4 | 94.2 | 95 | D6938 | Fail |
| Location : | Silo Pad (west side), Elv/Depth :Finished grade | |||||||||
| Comment : | No compaction requirement given. Density test taken at a 6" depth. Results may be influenced by underlying subgrade soils. | Gauge Serial No. :38069 | ||||||||
| 02/08/2022 | 2 | 4.0 | 132.0 | P-01 | 150.7 | 7.4 | 87.6 | 95 | D6938 | Fail |
| Location : | Silo Pad (northeast side), Elv/Depth :Finished grade | |||||||||
| Comment : | No compaction requirement given. Density test taken at a 6" depth. Results may be influenced by underlying subgrade soils. | Gauge Serial No. :38069 | ||||||||
| 02/08/2022 | 3 | 3.0 | 135.0 | P-01 | 150.7 | 7.4 | 89.6 | 95 | D6938 | Fail |
| Location : | Silo Pad (southeast side), Elv/Depth :Finished grade | |||||||||
| Comment : | No compaction requirement given. Density test taken at a 6" depth. Results may be influenced by underlying subgrade soils. | Gauge Serial No. :38069 | ||||||||
Technician Signature / DateKenneth Mosman, February 21, 2022
Reviewer Name / DateRamchandra Mogulla, May 04, 2022