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Density Test Report
Date :09/21/2022
Project No :2022C135
Client Company :Mark Spain
Arrival Time :09/21/2022 9:30
Onsite Hours :06:00
Name of the Project : Barnett Shoals Road Development
Project Location :Watkinsville
Weather :sunny
Departure Time :09/21/2022 15:30
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 09/21/2022 | 1 | 17.1 | 102.8 | P-2 | 99.5 | 22.1 | 103.3 | 98 | D6938 | Pass |
| Location : | 40 feet to the north of keyway , Elv/Depth :-24 | |||||||||
| Comment : | Gauge Serial No. :38069 | |||||||||
| 09/21/2022 | 2 | 17.1 | 100.7 | P-2 | 99.5 | 22.1 | 101.2 | 98 | D6938 | Pass |
| Location : | 42 feet away from keyway , Elv/Depth :-22 feet from the top of keyway | |||||||||
| Comment : | Gauge Serial No. :38069 | |||||||||
| 09/21/2022 | 3 | 17.1 | 117.3 | P-2 | 99.5 | 22.1 | 100.7 | D6938 | Pass | |
| Location : | 35 feet away from center of keyway , Elv/Depth :-21 feet from the top of keyway | |||||||||
| Comment : | Gauge Serial No. :38069 | |||||||||
| 09/21/2022 | 4 | 20.8 | 99.3 | P-2 | 99.5 | 22.1 | 99.8 | 98 | D6938 | Pass |
| Location : | 43 feet to the north side of keyway , Elv/Depth :-20 feet from the top of keyway | |||||||||
| Comment : | Gauge Serial No. :38069 | |||||||||
Technician Signature / DateAminullah Azimi, September 21, 2022
Reviewer Name / DateKenneth Mosman, October 23, 2022