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Density Test Report
Date :10/01/2024
Project No :2024C168
Client Company :CCG
Arrival Time :10/01/2024 11:00
Onsite Hours :07:30
Name of the Project :Reserve @ Gum Springs
Project Location :Jefferson
Weather :cloudy
Departure Time :10/01/2024 18:30
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 10/01/2024 | 134 | 28.5 | 91.1 | 26082 | 94.1 | 24.3 | 96.8 | 95 | D2937 | Pass |
| Location : | Sewer trench, 10 feet south of MHSL1, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | ||||||||||
| 10/01/2024 | 135 | 24.0 | 89.5 | 26082 | 94.1 | 24.3 | 95.1 | 95 | D2937 | Pass |
| Location : | Sewer trench, 210 feet south of MHSL1, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | ||||||||||
| 10/01/2024 | 136 | 28.7 | 92.7 | 26082 | 94.1 | 24.3 | 98.5 | 95 | D2937 | Pass |
| Location : | Storm water trench, 13 feet NE from MHA29, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | ||||||||||
| 10/01/2024 | 137 | 24.1 | 100.3 | 26081 | 102.9 | 20.0 | 97.5 | 95 | D2937 | Pass |
| Location : | Storm water trench, 15 feet SW from MHA2.10, Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | ||||||||||
| 10/01/2024 | 138 | 23.4 | 100.1 | 26081 | 102.9 | 20.0 | 97.3 | 95 | D2937 | Pass |
| Location : | Storm water trench, between MHA2.10 and MHA2.11., Elv/Depth :0.5 foot below finished grade | |||||||||
| Comment : | ||||||||||
| 10/01/2024 | 139 | 23.9 | 98.3 | 26081 | 102.9 | 20.0 | 95.5 | 95 | D2937 | Pass |
| Location : | Sewer trench, 10 feet SE from MHSF2, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | ||||||||||
Technician Signature / DateAminullah Azimi, October 1, 2024
Reviewer Name / DateKenneth Mosman, October 20, 2024