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Density Test Report
Date :01/23/2025
Project No :2024C202
Client Company :CCG
Arrival Time :01/23/2025 09:30
Onsite Hours :07:30
Name of the Project :Old Griffin Rd - Hawthorne Reserve
Project Location :Dallas
Weather :Partly cloudy
Departure Time :01/23/2025 17:00
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 01/23/2025 | 1 | 28.4 | 92.6 | S-02 | 97.2 | 24.9 | 95.3 | 95 | D6938 | Pass |
| Location : | Lot #26, Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 01/23/2025 | 2 | 28.2 | 92.6 | S-02 | 97.2 | 24.9 | 95.3 | 95 | D6938 | Pass |
| Location : | Lot #28, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 01/23/2025 | 3 | 24.7 | 95.3 | S-02 | 97.2 | 24.9 | 98.0 | 95 | D6938 | Pass |
| Location : | Lot #27, Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 01/23/2025 | 4 | 28.4 | 91.7 | S-02 | 97.2 | 24.9 | 94.3 | 95 | D6938 | Fail |
| Location : | Access road, Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | Recompaction of this area was recommended prior to further fill placement. | Gauge Serial No. :30942 | ||||||||
Technician Signature / DateSolomon Cherie, January 23, 2025
Reviewer Name / DateKenneth Mosman, January 26, 2025
