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Density Test Report
Date :03/11/2026
Project No :2026C103
Client Company :Artisan
Arrival Time :03/11/2026 08:00
Onsite Hours :9:00
Name of the Project :NW PH 2, UNIT 4
Project Location :Dallas
Weather :sunny
Departure Time :03/11/2026 17:00
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 03/11/2026 | 1 | 12.9 | 103.1 | 2025-035 SP | 107.8 | 13.0 | 95.6 | 95 | D6938 | Pass |
| Location : | Backfill between sanitary sewer manhole #7 and 8, Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :91643 | |||||||||
| 03/11/2026 | 2 | 12.2 | 103.7 | 2025-035 SP | 107.8 | 13.0 | 96.2 | 95 | D6938 | Pass |
| Location : | Backfill between sanitary sewer manhole #7 and 8, Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :91643 | |||||||||
| 03/11/2026 | 3 | 14.2 | 110.3 | Field proctor #6 | 98.0 | 17.2 | 98.6 | 98 | D6938 | Pass |
| Location : | Backfill at 8" sanitary sewer line between manhole #7 and 8, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :91643 | |||||||||
| 03/11/2026 | 4 | 15.2 | 97.7 | Field proctor #6 | 98.0 | 17.2 | 99.7 | 98 | D6938 | Pass |
| Location : | Backfill between sanitary sewer manhole #7 and 8, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. : | |||||||||
Technician Signature / DateClyde Smith, March 11, 2026
Reviewer Name / DateKenneth Mosman, March 19, 2026