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Density Test Report
Date :11/22/2024
Project No :2024C202
Client Company :CCG
Arrival Time :11/22/2024 07:15
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 11/22/2024 | 1 | 30.2 | 88.8 | S-02 | 97.2 | 24.9 | 91.4 | 95 | D6938 | Fail |
| Location : | Lot #74, Elv/Depth :4.5 feet below finished grade | |||||||||
| Comment : | In place moisture contents much higher than optimum. Recommend scarifying, aerating and recompaction. | Gauge Serial No. :30942 | ||||||||
| 11/22/2024 | 2 | 29.4 | 86.3 | S-02 | 97.2 | 24.9 | 88.8 | 95 | D6938 | Fail |
| Location : | Lot #73, Elv/Depth :5 feet below finished grade | |||||||||
| Comment : | In place moisture contents much higher than optimum. Recommend scarifying, aerating and recompaction. | Gauge Serial No. :30942 | ||||||||
| 11/22/2024 | 3 | 27.9 | 92.4 | S-02 | 97.2 | 24.9 | 95.1 | 95 | D6938 | Pass |
| Location : | Lot #111, Elv/Depth :7 feet below finished grade | |||||||||
| Comment : | These soils were obtained from a cut area and found to have moisture contents closer to optimum | Gauge Serial No. :30942 | ||||||||
Technician Signature / DateSolomon Cherie, November 22, 2024
Reviewer Name / DateKenneth Mosman, January 09, 2025