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Density Test Report
Date :07/31/2024
Project No :2024C116
Client Company :Peeples Owner, LLC
Arrival Time :07/31/2024 08:30
Onsite Hours :08:30
Name of the Project :Peeples Valley Rd, Overlook at Pettit
Project Location :Cartersville
Weather :Sunny
Departure Time :07/31/2024 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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 07/31/2024 | 1 | 15.2 | 126.2 | P-01 | 108.9 | 17.9 | 100.6 | 95 | D6938 | Pass |
| Location : | Construction entrance facing downhill, Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :38069 | |||||||||
| 07/31/2024 | 2 | 15.5 | 109.4 | P-01 | 108.9 | 17.9 | 100.5 | 95 | D6938 | Pass |
| Location : | Construction entrance facing downhill, Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :38069 | |||||||||
| 07/31/2024 | 3 | 16.1 | 110.5 | P-01 | 108.9 | 17.9 | 101.5 | 95 | D6938 | Pass |
| Location : | Backfill area of segmental retaining wall, Elv/Depth :4.0 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :38069 | |||||||||
| 07/31/2024 | 4 | 14.7 | 107.8 | P-01 | 108.9 | 17.9 | 99.0 | 95 | D6938 | Pass |
| Location : | Backfill area of segmental retaining wall, Elv/Depth :4.0 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :38069 | |||||||||
Technician Signature / DateFawad Shagiwal, July 31, 2024
Reviewer Name / DateKenneth Mosman, August 06, 2024