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Density Test Report
Date :09/20/2024
Project No :2024C168
Client Company :CCG
Arrival Time :09/20/2024 8:00
Onsite Hours :10:30
Name of the Project :Reserve @ Gum Springs
Project Location :Jefferson
Weather :sunny
Departure Time :09/20/2024 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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 09/20/2024 | 108 | 20.4 | 99.8 | 26081 | 102.9 | 20.0 | 97.0 | 95 | D2937 | Pass |
| Location : | Sewer trench, 10 feet SE from MHSF1, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | ||||||||||
| 09/20/2024 | 109 | 19.3 | 98.4 | 26081 | 102.9 | 20.0 | 95.6 | 95 | D2937 | Pass |
| Location : | Service line (location shown in the picture), Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | ||||||||||
| 09/20/2024 | 110 | 20.0 | 99.9 | 26081 | 102.9 | 20.0 | 97.1 | 95 | D2937 | Pass |
| Location : | Sewer trench, 110 feet SE from MHSF1, Elv/Depth :finished grade | |||||||||
| Comment : | ||||||||||
| 09/20/2024 | 111 | 21.5 | 98.3 | 26081 | 102.9 | 20.0 | 95.5 | 95 | D2937 | Pass |
| Location : | Sewer trench, 10 feet SE from MHSF1, Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | ||||||||||
| 09/20/2024 | 112 | 24.8 | 92.7 | 26082 | 94.1 | 24.3 | 98.5 | 95 | D2937 | Pass |
| Location : | Sewer trench, 120 feet SE from MHSK1., Elv/Depth :finished grade | |||||||||
| Comment : | ||||||||||
| 09/20/2024 | 113 | 24.5 | 97.9 | 26081 | 102.9 | 20.0 | 95.1 | 95 | D2937 | Pass |
| Location : | Service line for Lot #190, Elv/Depth :finished grade | |||||||||
| Comment : | ||||||||||
Technician Signature / DateAminullah Azimi, September 20, 2024
Reviewer Name / DateKenneth Mosman, October 20, 2024