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Density Test Report
Date :02/21/2025
Project No :2024C202
Client Company :CCG
Arrival Time :02/21/2025 07:45
Onsite Hours :
Name of the Project :Old Griffin Rd - Hawthorne Reserve
Project Location :Dallas
Weather :Sunny
Departure Time :02/21/2025
ASEC Technician Name :Solomon Cherie
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 02/21/2025 | 1 | 24 | 78.0 | S-02 | 97.2 | 24.9 | 80.2 | 95 | D6938 | Fail |
| Location : | Lot #26, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Contractor informed that this area requires recompaction and retesting. | Gauge Serial No. :30942 | ||||||||
| 02/21/2025 | 2 | 23.7 | 85.3 | S-02 | 97.2 | 24.9 | 87.8 | 95 | D6938 | Fail |
| Location : | Lot #29, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Recompaction efforts did improve compaction in this area, but more effort is still required to meet job specificaitons. | Gauge Serial No. :30942 | ||||||||
Technician Signature / DateSolomon Cherie, February 21, 2025
Reviewer Name / DateKenneth Mosman, February 25, 2025
