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Density Test Report
Date :08/26/2025
Project No :2025C215
Client Company :Artisan
Arrival Time :08/26/2025 9:30
Onsite Hours :07:00
Name of the Project :NW Unit 4 Parkway Ext. Phase 1
Project Location :Dallas
Weather :sunny
Departure Time :08/26/2025 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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 08/26/2025 | 1 | 23.5 | 90.9 | 2025-032 SP | 94.9 | 25.0 | 95.8 | 95 | D6938 | Pass |
| Location : | Water storm trench 18 feet to the south of MHC1, Elv/Depth :9 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 08/26/2025 | 2 | 22.1 | 91.0 | 2025-032 SP | 94.9 | 25.0 | 95.9 | 95 | D6938 | Pass |
| Location : | Water storm trench between MHC2 and MHC3, Elv/Depth :10 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 08/26/2025 | 3 | 23.3 | 92.3 | 2025-032 SP | 94.9 | 25.0 | 97.3 | 95 | D6938 | Pass |
| Location : | Sewer trench 13 feet to the north of MH6, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 08/26/2025 | 4 | 19.7 | 96.2 | 2025-031 SP | 101.0 | 20.7 | 95.2 | 95 | D6938 | Pass |
| Location : | Sewer trench 15 feet to the south of MH6A, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
Technician Signature / DateAminullah Azimi, August 26, 2025
Reviewer Name / DateKenneth Mosman, September 12, 2025