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Density Test Report
Date :09/08/2023
Project No :2023C144
Client Company :CCG
Arrival Time :09/08/2023 8:00
Onsite Hours :10:00
Name of the Project :Carodel Farms @ Union Church Rd
Project Location :Flowery Branch
Weather :sunny
Departure Time :09/08/2023 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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 09/08/2023 | 1 | 23.5 | 99.6 | P-1 | 96.5 | 22.3 | 103.2 | 95 | D6938 | Pass |
| Location : | Retaining wall B, STA 0+20.00, Elv/Depth :8.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 09/08/2023 | 2 | 22.2 | 99.1 | P-1 | 96.5 | 22.3 | 102.7 | 95 | D6938 | Pass |
| Location : | Retaining wall B, STA 1+20.00, Elv/Depth :8.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 09/08/2023 | 3 | 21.5 | 98.8 | P-1 | 96.5 | 22.3 | 102.4 | 95 | D6938 | Pass |
| Location : | Retaining wall B, STA 1+30.00, Elv/Depth :7.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 09/08/2023 | 4 | 22.4 | 98.8 | P-1 | 96.5 | 22.3 | 102.4 | 95 | D6938 | Pass |
| Location : | Retaining wall, 0+40.00, Elv/Depth :7.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 09/08/2023 | 5 | 24.3 | 96.4 | P-1 | 96.5 | 22.3 | 99.9 | 95 | D6938 | Pass |
| Location : | Retaining wall B, STA 1+40.00, Elv/Depth :6 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 09/08/2023 | 6 | 24.7 | 95.3 | P-1 | 96.5 | 22.3 | 98.8 | 95 | D6938 | Pass |
| Location : | Lot# 26, Elv/Depth :2.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 09/08/2023 | 7 | 25.7 | 94.5 | P-1 | 96.5 | 22.3 | 97.9 | 95 | D6938 | Pass |
| Location : | Lot #27, Elv/Depth :3 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 09/08/2023 | 8 | 26.6 | 98.7 | P-1 | 96.5 | 22.3 | 102.3 | 95 | D6938 | Pass |
| Location : | Lot# 27, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 09/08/2023 | 8 | 24.1 | 96.4 | P-1 | 96.5 | 22.3 | 99.9 | 95 | D6938 | Pass |
| Location : | Lot #27, Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 09/08/2023 | 9 | 23.9 | 93.1 | P-1 | 96.5 | 22.3 | 96.5 | 95 | D6938 | Pass |
| Location : | Lot#26, Elv/Depth :1.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 09/08/2023 | 10 | 25.9 | 91.7 | P-1 | 96.5 | 22.3 | 95.0 | 90 | D6938 | Pass |
| Location : | Storm line, 24 feet to west of MH 16,, Elv/Depth :3.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 09/08/2023 | 11 | 26.1 | 92.1 | P-1 | 96.5 | 22.3 | 95.4 | 90 | D6938 | Pass |
| Location : | Storm line, 55 feet to East of MH 15,, Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 09/08/2023 | 12 | 25 | 95.5 | P-1 | 96.5 | 22.3 | 99.0 | 90 | D6938 | Pass |
| Location : | Storm line, 21 feet to West of MH 16., Elv/Depth :3 feet below finish grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 09/08/2023 | 13 | 26 | 93.7 | P-1 | 96.5 | 22.3 | 97.1 | 90 | D6938 | Pass |
| Location : | Storm line, 71 feet to West of MH 17., Elv/Depth :2 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
Technician Signature / DateAminullah Azimi, September 8, 2023
Reviewer Name / DateKenneth Mosman, September 18, 2023