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Density Test Report
Date :01/24/2025
Project No :2024C168
Client Company :Century Communities
Arrival Time :01/24/2025 8:30
Onsite Hours :9:00
Name of the Project :Reserve @ Gum Springs
Project Location :Jefferson, Jackson County, Georgia
Weather :sunny
Departure Time :01/24/2025 17:30
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 01/24/2025 | 461 | 4.9 | 136.9 | 27651 | 143.6 | 5.4 | 95.3 | 92 | D6938 | Pass |
| Location : | Retaining wall #1 backfill at station 0+3, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/24/2025 | 462 | 4.6 | 136.2 | 27651 | 143.6 | 5.4 | 94.8 | 92 | D6938 | Pass |
| Location : | Retaining wall #1 backfill at station 0+90, Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/24/2025 | 463 | 5 | 133.5 | 27651 | 143.6 | 5.4 | 93.0 | 92 | D6938 | Pass |
| Location : | Retaining wall #2 backfill at station 0+15, Elv/Depth :1foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/24/2025 | 464 | 4.9 | 140.1 | 27651 | 143.6 | 5.4 | 97.6 | 92 | D6938 | Pass |
| Location : | Retaining wall #2 backfill at station 0+60, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/24/2025 | 465 | 3.5 | 138.2 | 27651 | 143.6 | 5.4 | 96.2 | 92 | D6938 | Pass |
| Location : | Retaining wall #2 backfill at station 1+00, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :8579 | |||||||||
| 01/24/2025 | 466 | 4.9 | 135.5 | 27651 | 143.6 | 5.4 | 94.4 | 92 | D6938 | Pass |
| Location : | Retaining wall #2 at station 1+50, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/24/2025 | 467 | 4.1 | 134.6 | 27651 | 143.6 | 5.4 | 93.7 | 92 | D6938 | Pass |
| Location : | Retaining wall #2 backfill at station 1+90, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/24/2025 | 468 | 3.8 | 136.1 | 27651 | 143.6 | 5.4 | 94.8 | 92 | D6938 | Pass |
| Location : | Retaining wall #1 backfill at station 0+93, Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/24/2025 | 469 | 4.9 | 139.2 | 27651 | 143.6 | 5.4 | 96.9 | 92 | D6938 | Pass |
| Location : | Retaining wall #1 backfill at station 0+38, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/24/2025 | 470 | 4.9 | 137.6 | 27651 | 143.6 | 5.4 | 95.8 | 92 | D6938 | Pass |
| Location : | Retaining wall #2 backfill 0+35, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/24/2025 | 471 | 4.1 | 138.7 | 27651 | 143.6 | 5.4 | 96.6 | 92 | D6938 | Pass |
| Location : | Retaining wall #2 backfill at station 1+45, Elv/Depth :1 foot below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
Technician Signature / DateAminullah Azimi, January 24, 2025
Reviewer Name / DateKenneth Mosman, January 26, 2025
