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Density Test Report
Date :01/14/2025
Project No :2024C202
Client Company :CCG
Arrival Time :01/14/2025 07:30
Onsite Hours :
Name of the Project :Old Griffin Rd - Hawthorne Reserve
Project Location :Dallas
Weather :Clear sky and sunny
Departure Time :01/14/2025
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 01/14/2025 | 1 | 26.1 | 90.9 | S-02 | 97.2 | 24.9 | 93.5 | 95 | D6938 | Fail |
| Location : | Lot #30, Elv/Depth :10 feet below finished grade | |||||||||
| Comment : | Recompaction required prior to retesting this area. Contractor notified. | Gauge Serial No. :30942 | ||||||||
| 01/14/2025 | 2 | 26.2 | 90.7 | S-02 | 97.2 | 24.9 | 93.3 | 95 | D6938 | Fail |
| Location : | Lot #28, Elv/Depth :14 feet below finished grade | |||||||||
| Comment : | Recompaction required prior to retesting this area. Contractor notified. | Gauge Serial No. :30942 | ||||||||
| 01/14/2025 | 3 | 26.1 | 91.9 | S-02 | 97.2 | 24.9 | 94.5 | 95 | D6938 | Fail |
| Location : | Lot #30, Elv/Depth :9 feet below finished grade | |||||||||
| Comment : | Retest in general area of Test #1. Compaction improved. | Gauge Serial No. :30942 | ||||||||
| 01/14/2025 | 4 | 28.3 | 84.7 | S-02 | 97.2 | 24.9 | 87.1 | 95 | D6938 | Fail |
| Location : | Lot #29, Elv/Depth :12 feet below finished grade | |||||||||
| Comment : | In place moisture content excessively higher than optimum moisture content. Recommended scarification, aeration and recompaction. | Gauge Serial No. :30942 | ||||||||
Technician Signature / DateSolomon Cherie, January 14, 2025
Reviewer Name / DateKenneth Mosman, January 15, 2025
