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Density Test Report
Date :04/11/2022
Project No :2022C135
Client Company :Mark Spain
Arrival Time :04/11/2022 08:30
Onsite Hours :9:00
Name of the Project : Barnett Shoals Road Development
Project Location :Watkinsville
Weather :60 Degrees
Departure Time :04/11/2022 17:30
ASEC Technician Name :Rasheen Biggins
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 |
---|---|---|---|---|---|---|---|---|---|---|
04/11/2022 | 1 | 33.5 | 87.6 | P-1 | 97.3 | 23.7 | 90.0 | 95 | D6938 | Fail |
Location : | Soil Bridge , Elv/Depth : | |||||||||
Comment : | Results reported to the contractor. Recompaction is required. | Gauge Serial No. :38069 | ||||||||
04/11/2022 | 2 | 29.9 | 93.0 | P-1 | 97.3 | 23.7 | 95.6 | 95 | D6938 | Pass |
Location : | Soil bridge , Elv/Depth : | |||||||||
Comment : | Gauge Serial No. :38069 | |||||||||
04/11/2022 | 3 | 28.4 | 92.7 | P-1 | 97.3 | 23.7 | 95.3 | 95 | D6938 | Pass |
Location : | Soil bridge , Elv/Depth : | |||||||||
Comment : | Gauge Serial No. :38069 | |||||||||
04/11/2022 | 4 | 26.3 | 94.9 | P-1 | 97.3 | 23.7 | 97.5 | 95 | D6938 | Pass |
Location : | Soil Bridge , Elv/Depth : | |||||||||
Comment : | Gauge Serial No. :38069 | |||||||||
04/11/2022 | 5 | 26.3 | 96.4 | P-1 | 97.3 | 23.7 | 99.1 | 95 | D6938 | Pass |
Location : | Soil Bridge , Elv/Depth : | |||||||||
Comment : | Gauge Serial No. :38069 | |||||||||
04/11/2022 | 6 | 30.8 | 91.6 | P-1 | 97.3 | 23.7 | 94.1 | 95 | D6938 | Fail |
Location : | Soil Bridge , Elv/Depth : | |||||||||
Comment : | Results reported to the contractor. Recompaction is required. | Gauge Serial No. :38069 | ||||||||
04/11/2022 | 7 | 28.0 | 96.1 | P-1 | 97.3 | 23.7 | 98.8 | 95 | D6938 | Pass |
Location : | Soil Bridge , Elv/Depth : | |||||||||
Comment : | Gauge Serial No. :38069 |
Technician Signature / DateRasheen Biggins, April 11, 2022
Reviewer Name / DateKenneth Mosman, May 08, 2022