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Density Test Report
Date :01/28/2023
Project No :2022C227
Client Company :Artisan
Arrival Time :01/28/2023 9:00
Onsite Hours :07:00
Name of the Project :Riverwalk Manor (CMT) Unit 2, PH 4E and 4F
Project Location :Dallas
Weather :cloudy
Departure Time :01/28/2023 16:00
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 01/28/2023 | 1 | 15.6 | 93.1 | P-01 | 100.4 | 18.6 | 92.7 | 90 | D6938 | Pass |
| Location : | Lot #422, Elv/Depth :- 11' from finished grade | |||||||||
| Comment : | soil had rocks. | Gauge Serial No. :85759 | ||||||||
| 01/28/2023 | 2 | 17.5 | 95.5 | P-01 | 100.4 | 18.6 | 95.1 | 90 | D6938 | Pass |
| Location : | at roadway, Elv/Depth :- 13' from finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/28/2023 | 3 | 18.1 | 97.4 | P-01 | 100.4 | 18.6 | 97.0 | 90 | D6938 | Pass |
| Location : | Lot #424, Elv/Depth :- 12' from finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/28/2023 | 4 | 16.6 | 94.3 | P-01 | 100.4 | 18.6 | 93.9 | 90 | D6938 | Pass |
| Location : | Lot #423, Elv/Depth :- 12.5' from finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
| 01/28/2023 | 5 | 17.1 | 107.3 | P-01 | 100.4 | 18.6 | 91.2 | 90 | D6938 | Pass |
| Location : | Lot #421, Elv/Depth :- 2' from finished grade | |||||||||
| Comment : | Gauge Serial No. :85759 | |||||||||
Technician Signature / DateAminullah Azimi, January 28, 2023
Reviewer Name / DateKenneth Mosman, February 05, 2023