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Density Test Report
Date :02/19/2026
Project No :2025C211
Client Company :Pulte
Arrival Time :02/19/2026 07:00
Onsite Hours :06:30
Name of the Project :Haley's Bluff - Philadelphia Rd.
Project Location :Jasper
Weather :Sunny
Departure Time :02/19/2026 13:30
ASEC Technician Name :Sean Willett
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 02/18/2026 | 1 | 24.4 | 81.8 | FP 2 | 100.0 | 18.5 | 81.8 | 95 | D6938 | Fail |
| Location : | Retaining wall #2, Elv/Depth :6 baskets | |||||||||
| Comment : | Informed the contractor that in-situ moisture contents are much higher than optimum. | Gauge Serial No. :77-19952 | ||||||||
| 02/19/2026 | 2 | 23.5 | 87.2 | FP 2 | 100.0 | 18.5 | 87.2 | 95 | D6938 | Fail |
| Location : | Retaining wall #2, Elv/Depth :6 baskets | |||||||||
| Comment : | Informed the contractor that in-situ moisture contents are much higher than optimum. | Gauge Serial No. :77-19952 | ||||||||
| 02/19/2026 | 3 | 21.3 | 83.4 | FP 2 | 100.0 | 18.5 | 83.4 | 95 | D6938 | Fail |
| Location : | Retaining wall #2, Elv/Depth :6 baskets | |||||||||
| Comment : | Recompaction is required. | Gauge Serial No. :77-19952 | ||||||||
| 02/19/2026 | 4 | 20.5 | 85.0 | FP 2 | 100.0 | 18.5 | 85.0 | 95 | D6938 | Fail |
| Location : | Retaining wall #2, Elv/Depth :6 baskets | |||||||||
| Comment : | Recompaction is required. | Gauge Serial No. :77-19952 | ||||||||
| 02/19/2026 | 5 | 20.9 | 89.0 | FP 2 | 100.0 | 18.5 | 89.0 | 95 | D6938 | Fail |
| Location : | Retaining wall #2, Elv/Depth :6 baskets | |||||||||
| Comment : | Recompaction is required. | Gauge Serial No. :77-19952 | ||||||||
| 02/19/2026 | 6 | 21.0 | 90.0 | FP 2 | 100.0 | 18.5 | 90.0 | 95 | D6938 | Fail |
| Location : | SSMH 4.0, Elv/Depth :3ft over pipeline | |||||||||
| Comment : | Recompaction is required. | Gauge Serial No. :77-19952 | ||||||||
| 02/19/2026 | 7 | 27.2 | 80.5 | FP 2 | 100.0 | 18.5 | 80.5 | 95 | D6938 | Fail |
| Location : | SSMH 4.0, Elv/Depth :3ft over pipeline | |||||||||
| Comment : | Soils are visually too wet from rainfall, contractor is still electing to continue work. | Gauge Serial No. :77-19952 | ||||||||
| 02/19/2026 | 8 | 19.7 | 86.2 | FP 2 | 100.0 | 18.5 | 86.2 | 95 | D6938 | Fail |
| Location : | SSMH 4.0, Elv/Depth :4ft over pipeline | |||||||||
| Comment : | Recompaction is required. | Gauge Serial No. :77-19952 | ||||||||
| 02/19/2026 | 9 | 18.6 | 94.8 | FP 2 | 100.0 | 18.5 | 94.8 | 95 | D6938 | Fail |
| Location : | SSMH 4.0, Elv/Depth :4ft over pipeline | |||||||||
| Comment : | Recompaction is required. | Gauge Serial No. :77-19952 | ||||||||
| 02/19/2026 | 10 | 19.1 | 98.5 | FP 2 | 100.0 | 18.5 | 98.5 | 95 | D6938 | Pass |
| Location : | SSMH 4.0, Elv/Depth :4ft over pipeline | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 02/19/2026 | 11 | 22.9 | 92.0 | FP 2 | 100.0 | 18.5 | 92.0 | 95 | D6938 | Fail |
| Location : | SSMH 4.0, Elv/Depth :4ft over pipeline | |||||||||
| Comment : | Recompaction is required. | Gauge Serial No. :77-19952 | ||||||||
| 02/19/2026 | 12 | 16.6 | 98.2 | FP 2 | 100.0 | 18.5 | 98.2 | 95 | D6938 | Pass |
| Location : | SSMH 4.0, Elv/Depth :4ft over pipleine | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 02/19/2026 | 13 | 20.3 | 94.3 | FP 2 | 100.0 | 18.5 | 94.3 | 95 | D6938 | Fail |
| Location : | SSMH 4.0, Elv/Depth :6ft over pipe | |||||||||
| Comment : | Recompaction is required. | Gauge Serial No. :77-19952 | ||||||||
| 02/19/2026 | 14 | 18.5 | 100.3 | FP 2 | 100.0 | 18.5 | 100.3 | 95 | D6938 | Pass |
| Location : | SSMH 4.0, Elv/Depth :6ft over pipeline | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 02/19/2026 | 15 | 18.6 | 98.5 | FP 2 | 100.0 | 18.5 | 98.5 | 95 | D6938 | Pass |
| Location : | SSMH 4.0, Elv/Depth :6ft over pipe | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
Technician Signature / DateSean Willett, February 19, 2026
Reviewer Name / DateKenneth Mosman, February 26, 2026