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Density Test Report
Date :09/08/2025
Project No :2025C215
Client Company :Artisan
Arrival Time :09/08/2025 08:00
Onsite Hours :9:00
Name of the Project :NW Unit 4 Parkway Ext. Phase 1
Project Location :Dallas
Weather :Sunny
Departure Time :09/08/2025 17:00
ASEC Technician Name :Austin Coleman
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 09/08/2025 | 1 | 14.1 | 97.5 | FP-1 | 0 | Check | ||||
| Location : | Pipe backfill from A3-A5, Elv/Depth : | |||||||||
| Comment : | Feild proctor is 102.0 pcf maximum dry density and 15% optimum moisture content. | |||||||||
| 09/08/2025 | 2 | 14.9 | 98.2 | 2025-031 SP | 101.0 | 20.7 | 97.2 | 95 | D6938 | Pass |
| Location : | A3-A4, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :29588 | |||||||||
| 09/08/2025 | 3 | 15.9 | 99.7 | 2025-031 SP | 101.0 | 20.7 | 98.7 | 95 | D6938 | Pass |
| Location : | A4-A5, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :29588 | |||||||||
Technician Signature / DateAustin Coleman, September 8, 2025
Reviewer Name / DateKenneth Mosman, October 16, 2025