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Density Test Report
Date :12/13/2024
Project No :2024C202
Client Company :CCG
Arrival Time :12/13/2024 07:15
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 12/13/2024 | 1 | 28.7 | 92.2 | S-02 | 97.2 | 24.9 | 94.9 | 95 | D6938 | Fail |
| Location : | Lot #115, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | In place moisture content well above optimum moisture content. Area should be scarified, aerated and recompacted prior to next fill lift. | Gauge Serial No. :30942 | ||||||||
| 12/13/2024 | 2 | 28.3 | 92.6 | S-02 | 97.2 | 24.9 | 95.3 | 95 | D6938 | Pass |
| Location : | Lot #114, Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | Moisture contents still slightly over optimum moisture making suitable compaction difficult. | Gauge Serial No. :30942 | ||||||||
Technician Signature / DateSolomon Cherie, December 13, 2024
Reviewer Name / DateKenneth Mosman, January 10, 2025