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Density Test Report
Date :08/08/2024
Project No :2024C168
Client Company :CCG
Arrival Time :08/08/2024 10:00
Onsite Hours :08:30
Name of the Project :Reserve @ Gum Springs
Project Location :Jefferson
Weather :sunny
Departure Time :08/08/2024 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 |
---|---|---|---|---|---|---|---|---|---|---|
08/08/2024 | 1 | 26.8 | 87.5 | 26085 | 92.0 | 25.3 | 95.1 | 95 | D6938 | Pass |
Location : | Lot #100, Elv/Depth :9 feet below finished grade | |||||||||
Comment : | Gauge Serial No. :85759 | |||||||||
08/08/2024 | 2 | 26.3 | 89.9 | 26082 | 94.1 | 24.3 | 95.5 | 95 | D6938 | Pass |
Location : | Lot #99, Elv/Depth :8 feet below finished grade | |||||||||
Comment : | Gauge Serial No. :85759 | |||||||||
08/08/2024 | 3 | 26 | 89.8 | 26082 | 94.1 | 24.3 | 95.4 | 95 | D6938 | Pass |
Location : | Lot #98, Elv/Depth :6 feet below finished grade | |||||||||
Comment : | Gauge Serial No. :85759 | |||||||||
08/08/2024 | 4 | 20.3 | 98.0 | 26081 | 102.9 | 20.0 | 95.2 | 95 | D6938 | Pass |
Location : | Sewer trench 78 feet west of MH A10, Elv/Depth :8 feet below finished grade | |||||||||
Comment : | Gauge Serial No. :85759 | |||||||||
08/08/2024 | 5 | 27.1 | 91.9 | 26082 | 94.1 | 24.3 | 97.7 | 95 | D6938 | Pass |
Location : | Sewer trench 111 feet East of MH A11, Elv/Depth :10 feet below finished grade | |||||||||
Comment : | Gauge Serial No. :85759 | |||||||||
08/08/2024 | 6 | 23.3 | 108.0 | 26085 | 92.0 | 25.3 | 95.2 | 95 | D6938 | Pass |
Location : | Sewer trench 113 feet west of MH A10, Elv/Depth :6 feet below finished grade | |||||||||
Comment : | Gauge Serial No. :85759 | |||||||||
08/08/2024 | 7 | 26.7 | 90.5 | 26082 | 94.1 | 24.3 | 96.2 | 95 | D6938 | Pass |
Location : | Roadway, 65 feet SE of MH A8, Elv/Depth :3 feet below finished grade | |||||||||
Comment : | Gauge Serial No. :85759 | |||||||||
08/08/2024 | 8 | 23.1 | 87.7 | 26085 | 92.0 | 25.3 | 95.3 | 95 | D6938 | Pass |
Location : | Lot #98, Elv/Depth :4 feet below finished grade | |||||||||
Comment : | Gauge Serial No. :85759 | |||||||||
08/08/2024 | 9 | 27 | 89.5 | 26082 | 94.1 | 24.3 | 95.1 | 95 | D6938 | Pass |
Location : | Lot #99, Elv/Depth :6 feet below finished grade | |||||||||
Comment : | Gauge Serial No. :85759 | |||||||||
08/08/2024 | 10 | 21.4 | 98.2 | 26081 | 102.9 | 20.0 | 95.4 | 95 | D6938 | Pass |
Location : | Roadway 38 feet SE of MH A9, Elv/Depth :3 feet below finished grade | |||||||||
Comment : | Gauge Serial No. :85759 | |||||||||
08/08/2024 | 11 | 27.7 | 87.5 | 26085 | 92.0 | 25.3 | 95.1 | 95 | D6938 | Pass |
Location : | Lot #100, Elv/Depth :8 feet below finished grade | |||||||||
Comment : | Gauge Serial No. :85759 |
Technician Signature / DateAminullah Azimi, August 8, 2024
Reviewer Name / DateKenneth Mosman, August 11, 2024