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Density Test Report
Date :10/15/2025
Project No :2025C211
Client Company :Pulte
Arrival Time :10/15/2025 14:30
Onsite Hours :03:00
Name of the Project :Haley's Bluff - Philadelphia Rd.
Project Location :Jasper
Weather :Sunny
Departure Time :10/15/2025 17:30
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 10/15/2025 | 1 | 23.4 | 86.6 | FP 1 | 95.0 | 22.0 | 91.2 | 95 | D6938 | Fail |
| Location : | Deceleration Lane , Elv/Depth :7.5 feet below finished grade | |||||||||
| Comment : | Recompaction required | Gauge Serial No. :77-19952 | ||||||||
| 10/15/2025 | 2 | 21.6 | 117.6 | FP 1 | 95.0 | 22.0 | 101.8 | 95 | D6938 | Pass |
| Location : | Deceleration Lane, Elv/Depth :7.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/15/2025 | 3 | 18.4 | 122.9 | 2025-048 | 109.2 | 16.1 | 95.1 | 95 | D6938 | Pass |
| Location : | Deceleration Lane, Elv/Depth :7.5 feet below finished grade | |||||||||
| Comment : | a mix of soils in this area from the benching slope cut of the roadway | Gauge Serial No. :77-19952 | ||||||||
| 10/15/2025 | 4 | 17.9 | 106.6 | FP 1 | 95.0 | 22.0 | 95.2 | 95 | D6938 | Pass |
| Location : | Deceleration Lane, Elv/Depth :7.5 feet below finished grade | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 10/15/2025 | 5 | 21.0 | 95.8 | FP 1 | 95.0 | 22.0 | 100.8 | 95 | D6938 | Pass |
| Location : | Deceleration Lane (retest #1), Elv/Depth :7.5 feet below finished grade | |||||||||
| Comment : | Retest of Test #1 | Gauge Serial No. :77-19952 | ||||||||
Technician Signature / DateSean Willett, October 15, 2025
Reviewer Name / DateKenneth Mosman, October 20, 2025