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Density Test Report
Date :03/15/2022
Project No :2021C078
Client Company :CCG Constructors LLC (Century)
Arrival Time :03/15/2022
Onsite Hours :
Name of the Project :Pickens Landing Development
Project Location :Dacula, GA
Weather :50 sunny
Departure Time :03/15/2022
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 |
---|---|---|---|---|---|---|---|---|---|---|
03/15/2022 | 1 | 20.6 | 114.9 | P-5 | 102.4 | 17.8 | 93.1 | 95 | D6938 | Fail |
Location : | 1+50 (lot 1), Elv/Depth :958 | |||||||||
Comment : | Gauge Serial No. :38069 | |||||||||
03/15/2022 | 2 | 31.9 | 119.6 | P-5 | 102.4 | 17.8 | 88.6 | 95 | D6938 | Fail |
Location : | 2+00(lot 36), Elv/Depth :final grade | |||||||||
Comment : | Wet soils require removal, disking and aeration prior to replacment and recompaction | Gauge Serial No. :38069 | ||||||||
03/15/2022 | 3 | 29.3 | 111.2 | P-5 | 102.4 | 17.8 | 84.0 | 95 | D6938 | Fail |
Location : | 2+25(lot 2), Elv/Depth :956 | |||||||||
Comment : | Wet soils require removal, disking and aeration prior to replacment and recompaction | Gauge Serial No. :38069 | ||||||||
03/15/2022 | 4 | 25.9 | 120.2 | P-5 | 102.4 | 17.8 | 93.3 | 95 | D6938 | Fail |
Location : | 1+50 (lot 1), Elv/Depth :960 | |||||||||
Comment : | Wet soils require removal, disking and aeration prior to replacment and recompaction | Gauge Serial No. :38069 | ||||||||
03/15/2022 | 5 | 25.3 | 111.5 | P-5 | 102.4 | 17.8 | 86.9 | 95 | D6938 | Fail |
Location : | 2+50 (lot 2), Elv/Depth :958 | |||||||||
Comment : | Wet soils require removal, disking and aeration prior to replacment and recompaction | Gauge Serial No. :38069 |
Technician Signature / DateRussell Hendrix, March 15, 2022
Reviewer Name / DateRamchandra Mogulla, December 12, 2022