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Density Test Report
Date :12/16/2024
Project No :2024C202
Client Company :CCG
Arrival Time :12/16/2024 07:30
Onsite Hours :
Name of the Project :Old Griffin Rd - Hawthorne Reserve
Project Location :Dallas
Weather :Partly cloudy
Departure Time :12/16/2024
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 12/16/2024 | 1 | 28.6 | 88.4 | S-02 | 97.2 | 24.9 | 90.9 | 95 | D6938 | Fail |
| Location : | Lot #115, Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | It was determined the underlying soils were still moist/loose therefore, this layer needs to be removed and the underlying lift scarified and aerated. | Gauge Serial No. :30942 | ||||||||
| 12/16/2024 | 2 | 25.5 | 91.9 | S-02 | 97.2 | 24.9 | 94.5 | 95 | D6938 | Fail |
| Location : | Lot #115, Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Recompaction required prior to next lift placement. | Gauge Serial No. :30942 | ||||||||
| 12/16/2024 | 3 | 26.2 | 92.1 | S-02 | 97.2 | 24.9 | 94.8 | 95 | D6938 | Fail |
| Location : | Lot #114, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Recompaction required prior to next lift placement. | Gauge Serial No. :30942 | ||||||||
| 12/16/2024 | 4 | 27 | 94.3 | S-02 | 97.2 | 24.9 | 97.0 | 95 | D6938 | Pass |
| Location : | Lot #115, Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 12/16/2024 | 5 | 23.9 | 92.7 | S-02 | 97.2 | 24.9 | 95.4 | 95 | D6938 | Pass |
| Location : | Lot #115, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
Technician Signature / DateSolomon Cherie, December 16, 2024
Reviewer Name / DateKenneth Mosman, January 10, 2025