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Density Test Report
Date :04/21/2026
Project No :2026C101
Client Company :Artisan
Arrival Time :04/21/2026 09:30
Onsite Hours :03:00
Name of the Project :Seven Hills PHASE 13, UNIT 4 Lots
Project Location :Dallas
Weather :Sunny
Departure Time :04/21/2026 12:30
ASEC Technician Name :Clyde Smith
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 04/21/2026 | 1 | 18.4 | 94.1 | Field proctor #6 | 98.0 | 17.2 | 96.0 | 95 | D6938 | Pass |
| Location : | Backfill at sanitary sewer line between Z15 and Z16, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :91643 | |||||||||
| 04/21/2026 | 2 | 16.7 | 94.8 | Field proctor #6 | 98.0 | 17.2 | 96.7 | 95 | D6938 | Pass |
| Location : | , Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :91643 | |||||||||
| 04/21/2026 | 3 | 18.9 | 94.3 | Field proctor #6 | 98.0 | 17.2 | 96.2 | 95 | D6938 | Pass |
| Location : | , Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :91643 | |||||||||
| 04/21/2026 | 4 | 16.2 | 98.7 | 2025-031 SP | 101.0 | 20.7 | 97.7 | 98 | D6938 | Fail |
| Location : | Backfill at sanitary sewer line betwee Z15 and Z16, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :91643 | |||||||||
| 04/21/2026 | 5 | 18.3 | 118.1 | 2025-031 SP | 101.0 | 20.7 | 98.8 | 98 | D6938 | Pass |
| Location : | , Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :91643 | |||||||||
| 04/21/2026 | 6 | 18.5 | 100.7 | 2025-031 SP | 101.0 | 20.7 | 99.7 | 98 | D6938 | Pass |
| Location : | , Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :91643 | |||||||||
Technician Signature / DateClyde Smith, April 21, 2026
Reviewer Name / DateKenneth Mosman, April 27, 2026
