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Density Test Report
Date :03/03/2025
Project No :2024C202
Client Company :CCG
Arrival Time :03/03/2025 08:00
Onsite Hours :
Name of the Project :Old Griffin Rd - Hawthorne Reserve
Project Location :Dallas
Weather :Sunny
Departure Time :03/03/2025
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 03/03/2025 | 1 | 27.6 | 91.6 | S-02 | 97.2 | 24.9 | 94.2 | 95 | D6938 | Fail |
| Location : | Lot #77, Elv/Depth :at finished subgrade | |||||||||
| Comment : | This area requires recompaction (moisture contents are close to optimum). | Gauge Serial No. :30942 | ||||||||
| 03/03/2025 | 2 | 29.6 | 89.4 | S-02 | 97.2 | 24.9 | 92.0 | 95 | D6938 | Fail |
| Location : | Lot #78, Elv/Depth :5 feet below finished subgrade | |||||||||
| Comment : | Moisture content is much higher than optimum resulting in low compaction. Recommended to superintendent to scarify, aerate and recompact. | Gauge Serial No. :30942 | ||||||||
Technician Signature / DateSolomon Cherie, March 3, 2025
Reviewer Name / DateKenneth Mosman, March 09, 2025