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Density Test Report
Date :03/31/2022
Project No :2022C135
Client Company :Mark Spain
Arrival Time :03/30/2022
Onsite Hours :
Name of the Project : Barnett Shoals Road Development
Project Location :Watkinsville
Weather :65 sunny
Departure Time :03/30/2022
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 |
---|---|---|---|---|---|---|---|---|---|---|
03/30/2022 | 1 | 28.2 | 90.9 | P-1 | 97.3 | 23.7 | 93.4 | 98 | D6938 | Fail |
Location : | Dam, Elv/Depth : | |||||||||
Comment : | In-place soils need to be scarified and aerated prior to recompaction | Gauge Serial No. :38069 | ||||||||
03/30/2022 | 2 | 24 | 100.0 | P-2 | 99.5 | 22.1 | 100.5 | 98 | D6938 | Pass |
Location : | Dam, Elv/Depth : | |||||||||
Comment : | Gauge Serial No. :38069 | |||||||||
03/30/2022 | 3 | 20 | 107.6 | P-2 | 99.5 | 22.1 | 108.1 | 98 | D6938 | Pass |
Location : | Dam, Elv/Depth :+1 lift | |||||||||
Comment : | Gauge Serial No. :38069 | |||||||||
03/30/2022 | 4 | 29.6 | 90.6 | P-1 | 97.3 | 23.7 | 93.1 | 98 | D6938 | Fail |
Location : | Dam, Elv/Depth :+1 lift | |||||||||
Comment : | In-place soils need to be scarified and aerated prior to recompaction | Gauge Serial No. :38069 | ||||||||
03/30/2022 | 5 | 29.1 | 90.4 | P-1 | 97.3 | 23.7 | 92.9 | 98 | D6938 | Fail |
Location : | Dam, Elv/Depth :+2 lift | |||||||||
Comment : | In-place soils need to be scarified and aerated prior to recompaction | Gauge Serial No. :38069 | ||||||||
03/30/2022 | 6 | 28.5 | 94.7 | P-1 | 97.3 | 23.7 | 97.3 | 98 | D6938 | Fail |
Location : | Dam, Elv/Depth :+2 lift | |||||||||
Comment : | In-place soils need to be scarified and aerated prior to recompaction | Gauge Serial No. :38069 |
Technician Signature / DateRussell Hendrix, March 31, 2022
Reviewer Name / DateKenneth Mosman, April 02, 2022