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Density Test Report
Date :10/17/2024
Project No :2024C168
Client Company :CCG
Arrival Time :10/17/2024 12:30
Onsite Hours :06:00
Name of the Project :Reserve @ Gum Springs
Project Location :Jefferson
Weather :sunny
Departure Time :10/17/2024 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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 10/17/2024 | 194 | 20.3 | 98.2 | 26081 | 102.9 | 20.0 | 95.4 | 95 | D2937 | Pass |
| Location : | Sewer trench, 11 feet west from MHSB3, Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | ||||||||||
| 10/17/2024 | 195 | 21.5 | 100.2 | 26081 | 102.9 | 20.0 | 97.4 | 95 | D2937 | Pass |
| Location : | Sewer trench, 10 feet east from MHSB4, Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | ||||||||||
| 10/17/2024 | 196 | 23.2 | 101.6 | 26081 | 102.9 | 20.0 | 98.7 | 95 | D2937 | Pass |
| Location : | Sewer trench, 10 feet west from MHSB4, Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | ||||||||||
| 10/17/2024 | 197 | 24.5 | 98.3 | 26081 | 102.9 | 20.0 | 95.5 | 95 | D2937 | Pass |
| Location : | Sewer trench, 22 feet east from MHSB5, Elv/Depth :3 feet from finished grade | |||||||||
| Comment : | ||||||||||
| 10/17/2024 | 198 | 22.4 | 91.6 | 26082 | 94.1 | 24.3 | 97.3 | 95 | D2937 | Pass |
| Location : | Sewer trench, between MHSB5 and MHSB6, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Moisture content is low than specified moisture limit. | |||||||||
| 10/17/2024 | 199 | 20.8 | 96.4 | 26081 | 102.9 | 20.0 | 93.7 | 95 | D6938 | Fail |
| Location : | Sewer lift station, 23 feet SW from MHSA-1, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | Recommended recompaction and retesting of this area, however, the contractor elected not to do so. | Gauge Serial No. :85759 | ||||||||
| 10/17/2024 | 200 | 23.7 | 90.0 | 26081 | 102.9 | 20.0 | 87.5 | 95 | D6938 | Fail |
| Location : | Sewer lift station, between MHSA-1 and MHSA-2, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Recommended recompaction and retesting of this area, however, the contractor elected not to do so. | Gauge Serial No. :85759 | ||||||||
| 10/17/2024 | 201 | 26.4 | 89.6 | 26082 | 94.1 | 24.3 | 95.2 | 95 | D2937 | Pass |
| Location : | Service line, for Lot #139, Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | ||||||||||
Technician Signature / DateAminullah Azimi, October 17, 2024
Reviewer Name / DateKenneth Mosman, October 20, 2024