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Density Test Report
Date :12/02/2024
Project No :2024C202
Client Company :CCG
Arrival Time :12/02/2024 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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 12/02/2024 | 1 | 27.5 | 112.6 | S-02 | 97.2 | 24.9 | 90.8 | 95 | D6938 | Fail |
| Location : | Lot #114, Elv/Depth :5.5 feet below finished grade | |||||||||
| Comment : | Requires scarification and recompaction. | Gauge Serial No. :30942 | ||||||||
| 12/02/2024 | 2 | 25.4 | 93.1 | S-02 | 97.2 | 24.9 | 95.8 | 95 | D6938 | Pass |
| Location : | Roadway, Elv/Depth :10 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 12/02/2024 | 3 | 23.7 | 93.6 | S-02 | 97.2 | 24.9 | 96.3 | 95 | D6938 | Pass |
| Location : | Roadway (adjacent to storm drain), Elv/Depth :10 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 12/02/2024 | 4 | 22 | 97.5 | S-02 | 97.2 | 24.9 | 100.3 | 95 | D6938 | Pass |
| Location : | Roadway, Elv/Depth :9 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 12/02/2024 | 5 | 27.7 | 92.6 | S-02 | 97.2 | 24.9 | 95.3 | 95 | D6938 | Pass |
| Location : | Access road, Elv/Depth :5.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
Technician Signature / DateSolomon Cherie, December 2, 2024
Reviewer Name / DateKenneth Mosman, January 10, 2025