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Density Test Report
Date :08/11/2026
Project No :2025C214
Client Company :Artisan
Arrival Time :08/11/2026 11:30
Onsite Hours :06:30
Name of the Project :NW Unit 4 BRIDGE (Materials Testing)
Project Location :Dallas
Weather :cloudy
Departure Time :08/11/2026 18:00
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 08/11/2026 | 1 | 14.6 | 101.5 | 2025-033 SP | 104.0 | 16.2 | 97.6 | 95 | D6938 | Pass |
| Location : | Retest from 8/10/26, Elv/Depth :7 feet below sanitary sewer installation | |||||||||
| Comment : | Gauge Serial No. :91643 | |||||||||
| 08/11/2026 | 2 | 14.9 | 101.3 | 2025-033 SP | 104.0 | 16.2 | 97.4 | 95 | D6938 | Pass |
| Location : | Retest from 8/10/26, Elv/Depth :7 feet below sanitary sewer installation | |||||||||
| Comment : | Gauge Serial No. :91643 | |||||||||
| 08/11/2026 | 3 | 21.7 | 91.8 | 2025-032 SP | 94.9 | 25.0 | 96.7 | 95 | D6938 | Pass |
| Location : | Retest from 8/10/26, Elv/Depth :6.5 feet below sanitary sewer installation | |||||||||
| Comment : | Gauge Serial No. :91643 | |||||||||
| 08/11/2026 | 5 | 22.7 | 92.3 | 2025-032 SP | 94.9 | 25.0 | 97.3 | 95 | D6938 | Pass |
| Location : | Backfill at west side bridge abutment , Elv/Depth :5 feet below sanitary sewer installation | |||||||||
| Comment : | Gauge Serial No. :91643 | |||||||||
| 08/11/2026 | 6 | 14.9 | 101.3 | 2025-033 SP | 104.0 | 16.2 | 97.4 | 95 | D6938 | Pass |
| Location : | Backfill at west side bridge abutment, Elv/Depth :5 feet below sanitary sewer installation | |||||||||
| Comment : | Gauge Serial No. :91643 | |||||||||
Technician Signature / DateClyde Smith, August 11, 2026
Reviewer Name / DateKenneth Mosman, August 19, 2026