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Density Test Report
Date :04/02/2025
Project No :2024C202
Client Company :CCG
Arrival Time :04/02/2025 07:30
Onsite Hours :
Name of the Project :Old Griffin Rd - Hawthorne Reserve
Project Location :Dallas
Weather :
Departure Time :
ASEC Technician Name :
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 04/02/2025 | 1 | 31 | 88.1 | ASECP006 | 92.1 | 27.0 | 95.7 | 95 | D6938 | Pass |
| Location : | Lot #49, Elv/Depth :6 feet below finished grade | |||||||||
| Comment : | In-situ moisture contents are much higher than optimum. | Gauge Serial No. :30942 | ||||||||
| 04/02/2025 | 2 | 31.0 | 89.6 | ASECP006 | 92.1 | 27.0 | 97.3 | 95 | D6938 | Pass |
| Location : | Lot #48, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | In-situ moisture contents are much higher than optimum. | Gauge Serial No. : | ||||||||
Technician Signature / DateSolomon Cherie, April 2, 2025
Reviewer Name / DateKenneth Mosman, May 01, 2025