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Density Test Report
Date :09/03/2025
Project No :2025C215
Client Company :Artisan
Arrival Time :09/03/2025 9:00
Onsite Hours :07:30
Name of the Project :NW Unit 4 Parkway Ext. Phase 1
Project Location :Dallas
Weather :sunny
Departure Time :09/03/2025 16:30
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 09/03/2025 | 1 | 17.1 | 112.5 | 2025-031 SP | 101.0 | 20.7 | 95.1 | 95 | D6938 | Pass |
| Location : | North trench 15 feet to the south of MH5, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 09/03/2025 | 2 | 17.1 | 96.1 | 2025-031 SP | 101.0 | 20.7 | 95.1 | 95 | D6938 | Pass |
| Location : | Between MH5 and MH5A, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 09/03/2025 | 3 | 17.3 | 96.1 | 2025-031 SP | 101.0 | 20.7 | 95.1 | 95 | D6938 | Pass |
| Location : | Sewer trench 15 feet to the south of MH5A, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 09/03/2025 | 4 | 17.6 | 114.0 | 2025-031 SP | 101.0 | 20.7 | 95.9 | 95 | D6938 | Pass |
| Location : | Sewer trench 10 feet to the north of MH5A, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 09/03/2025 | 5 | 22.4 | 96.4 | 2025-031 SP | 101.0 | 20.7 | 95.4 | 95 | D6938 | Pass |
| Location : | Sewer trench 8 feet to the south of MHA3, Elv/Depth :14 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
Technician Signature / DateAminullah Azimi, September 3, 2025
Reviewer Name / DateKenneth Mosman, September 17, 2025