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Density Test Report
Date :03/13/2025
Project No :2024C202
Client Company :CCG
Arrival Time :03/13/2025 09:00
Onsite Hours :06:45
Name of the Project :Old Griffin Rd - Hawthorne Reserve
Project Location :Dallas
Weather :Partly cloudy
Departure Time :03/13/2025 15:45
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 03/13/2025 | 1 | 31.4 | 88.1 | S-02 | 97.2 | 24.9 | 90.6 | 95 | D6938 | Fail |
| Location : | Lot #78, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | Superintendent was informed to scarify, aerate and recompact. | Gauge Serial No. :30942 | ||||||||
| 03/13/2025 | 2 | 30.2 | 91.8 | S-02 | 97.2 | 24.9 | 94.4 | 95 | D6938 | Fail |
| Location : | Sewer line b/n G1 & amp; F3, Elv/Depth :at finished subgrade | |||||||||
| Comment : | Superintendent was informed to scarify, aerate and recompact. | Gauge Serial No. :30942 | ||||||||
| 03/13/2025 | 3 | 30.9 | 94.7 | S-02 | 97.2 | 24.9 | 97.4 | 95 | D6938 | Pass |
| Location : | Lot #70, Elv/Depth :7 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
| 03/13/2025 | 04 | 35.1 | 87.9 | S-02 | 97.2 | 24.9 | 90.4 | 95 | D6938 | Fail |
| Location : | Lot#70, Elv/Depth :5 feet below finished grade | |||||||||
| Comment : | Superintendent was informed to scarify, aerate and recompact. | Gauge Serial No. :30942 | ||||||||
| 03/13/2025 | 5 | 27.5 | 94.1 | S-02 | 97.2 | 24.9 | 96.8 | 95 | D6938 | Pass |
| Location : | Lot #70, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :30942 | |||||||||
Technician Signature / DateSolomon Cherie, March 13, 2025
Reviewer Name / DateKenneth Mosman, April 29, 2025