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Density Test Report
Date :01/15/2025
Project No :2024C202
Client Company :CCG
Arrival Time :01/15/2025 07:30
Onsite Hours :
Name of the Project :Old Griffin Rd - Hawthorne Reserve
Project Location :Dallas
Weather :Partly cloudy
Departure Time :
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 01/15/2025 | 1 | 31.6 | 81.8 | S-02 | 97.2 | 24.9 | 84.2 | 95 | D6938 | Fail |
| Location : | Lot #30, Elv/Depth :8 feet below finished grade | |||||||||
| Comment : | In place moisture contents well above optimum moisture. Recommend scarifying and aeration prior to recompaction. | Gauge Serial No. :30942 | ||||||||
| 01/15/2025 | 2 | 25.1 | 96.6 | S-02 | 97.2 | 24.9 | 99.4 | 95 | D6938 | Pass |
| Location : | Roadway, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
Technician Signature / DateSolomon Cherie, January 15, 2025
Reviewer Name / DateKenneth Mosman, January 17, 2025