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Density Test Report
Date :08/14/2024
Project No :2024C116
Client Company :Peeples Owner, LLC
Arrival Time :08/14/2024 08:30
Onsite Hours :08:30
Name of the Project :Peeples Valley Rd, Overlook at Pettit
Project Location :Cartersville
Weather :Sunny
Departure Time :08/14/2024 17:00
ASEC Technician Name :Fawad Shagiwal
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 |
---|---|---|---|---|---|---|---|---|---|---|
08/14/2024 | 1 | 20.2 | 103.7 | P-02 | 107.4 | 20.2 | 96.6 | 95 | D6938 | Pass |
Location : | Backfilling of segmental retaining wall (SRW) section # B, Elv/Depth :3 feet - 4 inches below finished grade | |||||||||
Comment : | Gauge Serial No. :38069 | |||||||||
08/14/2024 | 2 | 19.1 | 103.4 | P-02 | 107.4 | 20.2 | 96.3 | 95 | D6938 | Pass |
Location : | Backfilling of segmental retaining wall (SRW) section # B, Elv/Depth :3feet - 4 inches below finished grade | |||||||||
Comment : | Gauge Serial No. :38069 | |||||||||
08/14/2024 | 3 | 18.9 | 105.2 | P-02 | 107.4 | 20.2 | 98.0 | 95 | D6938 | Pass |
Location : | Backfilling of segmental retaining wall (SRW) section # B, Elv/Depth :3 feet - 4inches below finished grade | |||||||||
Comment : | Gauge Serial No. :38069 | |||||||||
08/14/2024 | 4 | 14.2 | 104.5 | P-02 | 107.4 | 20.2 | 97.3 | 95 | D6938 | Pass |
Location : | Construction area interior road, Elv/Depth :1 foot below finished grade | |||||||||
Comment : | Gauge Serial No. :38069 |
Technician Signature / DateFawad Shagiwal, August 14, 2024
Reviewer Name / DateKenneth Mosman, August 17, 2024