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Density Test Report
Date :02/03/2025
Project No :2024C202
Client Company :CCG
Arrival Time :02/03/2025 07:30
Onsite Hours :
Name of the Project :Old Griffin Rd - Hawthorne Reserve
Project Location :Dallas
Weather :Sunny
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 02/03/2025 | 1 | 23.4 | 91.2 | S-02 | 97.2 | 24.9 | 93.8 | 95 | D6938 | Fail |
| Location : | Lot #30, Elv/Depth :22 feet below finished grade | |||||||||
| Comment : | Recompaction and retesting of this area required. | Gauge Serial No. :30942 | ||||||||
| 02/03/2025 | 2 | 26.3 | 91.3 | S-02 | 97.2 | 24.9 | 93.9 | 95 | D6938 | Fail |
| Location : | Lot #29, Elv/Depth :10 feet below finished grade | |||||||||
| Comment : | Recompaction and retesting of this area required. This area was also proofrolled with no severe pumping/rutting observed. | Gauge Serial No. :30942 | ||||||||
| 02/03/2025 | 3 | 24.6 | 92.8 | S-02 | 97.2 | 24.9 | 95.5 | 95 | D6938 | Pass |
| Location : | Lot #30, Elv/Depth :15 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 02/03/2025 | 4 | 24.5 | 92.9 | S-02 | 97.2 | 24.9 | 95.6 | 95 | D6938 | Pass |
| Location : | Lot #29, Elv/Depth :8 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
Technician Signature / DateSolomon Cherie, February 3, 2025
Reviewer Name / DateKenneth Mosman, February 06, 2025