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Density Test Report
Date :12/04/2024
Project No :2024C202
Client Company :CCG
Arrival Time :12/04/2024 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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 12/04/2024 | 1 | 25.7 | 87.1 | S-02 | 97.2 | 24.9 | 89.6 | 95 | D6938 | Fail |
| Location : | Access road, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | This area needs to be recompacted. Observed noticable pumping/rutting under dump truck traffic. | Gauge Serial No. :30942 | ||||||||
| 12/04/2024 | 2 | 24.7 | 93.3 | S-02 | 97.2 | 24.9 | 96.0 | 95 | D6938 | Pass |
| Location : | Access road, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 12/04/2024 | 3 | 25.4 | 94.3 | S-02 | 97.2 | 24.9 | 97.0 | 95 | D6938 | Pass |
| Location : | Access road, Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 12/04/2024 | 4 | 24.6 | 94.5 | S-02 | 97.2 | 24.9 | 97.2 | 95 | D6938 | Pass |
| Location : | Access road, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
Technician Signature / DateSolomon Cherie, December 4, 2024
Reviewer Name / DateKenneth Mosman, January 10, 2025
