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Density Test Report
Date :08/20/2025
Project No :2025C215
Client Company :Artisan
Arrival Time :08/20/2025 13:00
Onsite Hours :04:30
Name of the Project :NW Unit 4 Parkway Ext. Phase 1
Project Location :Dallas
Weather :sunny
Departure Time :08/20/2025 17:30
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 08/20/2025 | 1 | 22.8 | 90.4 | 2025-032 SP | 94.9 | 25.0 | 95.3 | 95 | D6938 | Pass |
| Location : | 45 feet to the east from MH9, Elv/Depth :6 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 08/20/2025 | 2 | 20.5 | 90.6 | 2025-032 SP | 94.9 | 25.0 | 95.5 | 95 | D6938 | Pass |
| Location : | Sewer trench 130 feet to the east of MH8, Elv/Depth :5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 08/20/2025 | 3 | 22.2 | 110.4 | 2025-032 SP | 94.9 | 25.0 | 95.2 | 95 | D6938 | Pass |
| Location : | Sewer trench 41 feet to the east of MH8, Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 08/20/2025 | 4 | 22.1 | 91.0 | 2025-032 SP | 94.9 | 25.0 | 95.9 | 95 | D6938 | Pass |
| Location : | Sewer trench 18 feet to the east of MH8, Elv/Depth :5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 08/20/2025 | 5 | 21 | 109.9 | 2025-032 SP | 94.9 | 25.0 | 95.7 | 95 | D6938 | Pass |
| Location : | Sewer trench 50 feet to the east of MH8, Elv/Depth :5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
Technician Signature / DateAminullah Azimi, August 20, 2025
Reviewer Name / DateKenneth Mosman, September 12, 2025