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Density Test Report
Date :05/23/2025
Project No :2025C160
Client Company :Artisan
Arrival Time :05/23/2025 9:30
Onsite Hours :08:30
Name of the Project :Rockmart Township - 115 Felton Drive
Project Location :Rockmart
Weather :cloudy
Departure Time :05/23/2025 18:00
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 05/23/2025 | 1 | 22 | 96.6 | 2025-012 SP | 105.6 | 18.9 | 91.5 | 95 | D6938 | Fail |
| Location : | Sewer trench, 35 feet to the SW from MH4.1, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Recommended aeration and recompaction in this area. | Gauge Serial No. :85759 | ||||||||
| 05/23/2025 | 2 | 28.3 | 88.7 | 2025-012 SP | 105.6 | 18.9 | 84.0 | 95 | D6938 | Fail |
| Location : | Sewer trench, 185 feet to the SW from MH4.1, Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | In-situ moisture contents much higher than optimum moisture. Recommend aerate backfill materials prior to pipe backfill placement. | Gauge Serial No. :85759 | ||||||||
| 05/23/2025 | 3 | 20.8 | 103.5 | 2025-012 SP | 105.6 | 18.9 | 98.0 | 95 | D6938 | Pass |
| Location : | Sewer trench, 121 feet to the SW from MH4.1, Elv/Depth :4 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 05/23/2025 | 4 | 24.3 | 97.4 | 2025-012 SP | 105.6 | 18.9 | 92.2 | 95 | D6938 | Fail |
| Location : | Sewer trench, 18 feet to the SW from MH4.1, Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | In-situ moisture contents much higher than optimum moisture. Recommend aerate backfill materials prior to pipe backfill placement. | Gauge Serial No. :85759 | ||||||||
| 05/23/2025 | 5 | 20.5 | 101.7 | 2025-012 SP | 105.6 | 18.9 | 96.3 | 95 | D6938 | Pass |
| Location : | Sewer trench, 18 feet to the NE from MH4.1, Elv/Depth :3.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 05/23/2025 | 6 | 21.3 | 100.6 | 2025-012 SP | 105.6 | 18.9 | 95.3 | 95 | D6938 | Pass |
| Location : | Sewer trench, 25 feet to the SW from MH4.1, Elv/Depth :at finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 05/23/2025 | 7 | 22.1 | 123.9 | 2025-012 SP | 105.6 | 18.9 | 96.1 | 95 | D6938 | Pass |
| Location : | Sewer trench, 165 feet to the NE from MH4.2, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 05/23/2025 | 8 | 20.3 | 121.7 | 2025-012 SP | 105.6 | 18.9 | 95.8 | 95 | D6938 | Pass |
| Location : | Sewer trench, 16 feet to the NE from MH4.2, Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
Technician Signature / DateAminullah Azimi, May 23, 2025
Reviewer Name / DateKenneth Mosman, June 23, 2025