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Density Test Report
Date :01/17/2025
Project No :2024C202
Client Company :CCG
Arrival Time :01/17/2025 07:45
Onsite Hours :
Name of the Project :Old Griffin Rd - Hawthorne Reserve
Project Location :Dallas
Weather :Clear sky and sunny
Departure Time :01/17/2025
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 01/17/2025 | 1 | 30.3 | 87.9 | S-02 | 97.2 | 24.9 | 90.4 | 95 | D6938 | Fail |
| Location : | Lot #26, Elv/Depth :5 feet below finished grade | |||||||||
| Comment : | In place moisture contents well above optimum. Recommend scarification and aeration prior to recompaction. | Gauge Serial No. :30942 | ||||||||
| 01/17/2025 | 2 | 29.2 | 92.7 | S-02 | 97.2 | 24.9 | 95.4 | 95 | D6938 | Pass |
| Location : | Lot #28, Elv/Depth :8 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 01/17/2025 | 3 | 29.8 | 92.4 | S-02 | 97.2 | 24.9 | 95.1 | 95 | D6938 | Pass |
| Location : | Lot #27, Elv/Depth :6 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 01/17/2025 | 4 | 27.4 | 119.5 | S-02 | 97.2 | 24.9 | 96.5 | 95 | D6938 | Pass |
| Location : | Lot #30, Elv/Depth :11 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
Technician Signature / DateSolomon Cherie, January 17, 2025
Reviewer Name / DateKenneth Mosman, January 26, 2025