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Density Test Report
Date :11/27/2024
Project No :2024C202
Client Company :CCG
Arrival Time :11/27/2024 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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 11/27/2024 | 1 | 27.0 | 94.3 | S-02 | 97.2 | 24.9 | 97.0 | 95 | D6938 | Pass |
| Location : | Lot #117, Elv/Depth :8 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 11/27/2024 | 2 | 26.1 | 94.0 | S-02 | 97.2 | 24.9 | 96.7 | 95 | D6938 | Pass |
| Location : | Lot #114, Elv/Depth :6.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 11/27/2024 | 3 | 29.9 | 85.5 | S-02 | 97.2 | 24.9 | 88.0 | 95 | D6938 | Fail |
| Location : | Lot #114, Elv/Depth :6 feet below finished grade | |||||||||
| Comment : | In place moisture contents are 5 percent over optimum moisture contents. Soils need to be aerated and recompacted. | Gauge Serial No. :30942 | ||||||||
Technician Signature / DateSolomon Cherie, November 27, 2024
Reviewer Name / DateKenneth Mosman, January 10, 2025