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Density Test Report
Date :10/30/2024
Project No :2024C168
Client Company :CCG
Arrival Time :10/30/2024 8:30
Onsite Hours :06:00
Name of the Project :Reserve @ Gum Springs
Project Location :Jefferson
Weather :sunny
Departure Time :10/30/2024 14:30
ASEC Technician Name :Aminullah Azimi
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 10/30/2024 | 257 | 27.3 | 118.1 | 26082 | 94.1 | 24.3 | 98.6 | 95 | D6938 | Pass |
| Location : | Sewer trench, 12 feet SW from MHSB3, Elv/Depth :0.5 foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 10/30/2024 | 258 | 26.7 | 92.8 | 26082 | 94.1 | 24.3 | 98.6 | 95 | D6938 | Pass |
| Location : | Sewer trench, 10 feet NE from MHSB4, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 10/30/2024 | 259 | 26.6 | 117.3 | 26082 | 94.1 | 24.3 | 98.5 | 95 | D6938 | Pass |
| Location : | Sewer trench, 10 feet NE from MHSB4, Elv/Depth :0.5 foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 10/30/2024 | 260 | 26.9 | 117.9 | 26082 | 94.1 | 24.3 | 98.7 | 95 | D6938 | Pass |
| Location : | Sewer trench, 15 feet NE from MHSB5, Elv/Depth :0.5 foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
Technician Signature / DateAminullah Azimi, October 30, 2024
Reviewer Name / DateKenneth Mosman, November 05, 2024