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Density Test Report
Date :11/17/2025
Project No :2025C211
Client Company :Pulte
Arrival Time :11/17/2025 07:30
Onsite Hours :07:30
Name of the Project :Haley's Bluff - Philadelphia Rd.
Project Location :Jasper
Weather :Sunny
Departure Time :11/17/2025 15:00
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 |
|---|---|---|---|---|---|---|---|---|---|---|
| 11/17/2025 | 1 | 17.5 | 95.2 | FP 3 | 100.5 | 20.5 | 94.7 | 98 | D6938 | Fail |
| Location : | Deceleration lane BC4.0 to 5.0, Elv/Depth :1 to 2 feet from finished grade | |||||||||
| Comment : | This is a high traffic area with loaded trucks driving across this area and requires compaction to +98%. Will plan to retest within this week. Moisture content was adjusted with an in-place dry back moisture content due to large amount of mica present in soil. | Gauge Serial No. :77-19952 | ||||||||
| 11/17/2025 | 2 | 17.5 | 95.9 | FP 3 | 100.5 | 20.5 | 95.4 | 98 | D6938 | Fail |
| Location : | Deceleration lane BC4.0 to BC5.0, Elv/Depth :1 to 2 feet from finished grade | |||||||||
| Comment : | This is a high traffic area with loaded trucks driving in this area and should compact to +98%. Will plan to retest within this week. Moisture content was adjusted with an in-place dry back moisture content due to large amount of mica present in soil. | Gauge Serial No. :77-19952 | ||||||||
| 11/17/2025 | 3 | 16.1 | 94.9 | FP 3 | 100.5 | 20.5 | 94.4 | 98 | D6938 | Fail |
| Location : | Deceleration lane BC4.1, Elv/Depth :1 to 2 feet from finished grade | |||||||||
| Comment : | This is a high traffic area with loaded trucks driving in this area and should compact to +98%. Will plan to retest within this week. Moisture content was adjusted with an in-place dry back moisture content due to large amount of mica present in soil. | Gauge Serial No. :77-19952 | ||||||||
| 11/17/2025 | 4 | 17.5 | 92.7 | FP 3 | 100.5 | 20.5 | 92.2 | 98 | D6938 | Fail |
| Location : | Deceleration lane BC4.0 to BC4.1, Elv/Depth :1 to 2 feet from finished grade | |||||||||
| Comment : | This is a high traffic area with loaded trucks driving in this area and should compact to +98%. Will plan to retest within this week. Moisture content was adjusted with an in-place dry back moisture content due to large amount of mica present in soil. | Gauge Serial No. :77-19952 | ||||||||
| 11/17/2025 | 5 | 17.5 | 91.8 | FP 3 | 100.5 | 20.5 | 91.3 | 98 | D6938 | Fail |
| Location : | Deceleration lane BC4.1 to BC4.2, Elv/Depth :1 to 2 feet from finished grade | |||||||||
| Comment : | This is a high traffic area with loaded trucks driving in this area and should compact to +98%. Will plan to retest within this week. Moisture content was adjusted with an in-place dry back moisture content due to large amount of mica present in soil. | Gauge Serial No. :77-19952 | ||||||||
| 11/17/2025 | moisture check | 17.5 | 0.0 | Check | ||||||
| Location : | Deceleration lane, Elv/Depth :1 to 2 feet from finished grade | |||||||||
| Comment : | in place moisture check | |||||||||
| 11/17/2025 | 6 | 17.5 | 112.5 | FP 3 | 100.5 | 20.5 | 95.2 | 95 | D6938 | Pass |
| Location : | Lot #4, Elv/Depth :1507 | |||||||||
| Comment : | Moisture content was adjusted with an in-place dry back moisture content due to large amount of mica present in soil. | Gauge Serial No. :77-19952 | ||||||||
| 11/17/2025 | 7 | 18.1 | 98.8 | FP 3 | 100.5 | 20.5 | 98.3 | 95 | D6938 | Pass |
| Location : | Lot #3, Elv/Depth :1508 | |||||||||
| Comment : | Gauge Serial No. :77-19952 | |||||||||
| 11/17/2025 | 8 | 17.5 | 96.4 | FP 3 | 100.5 | 20.5 | 95.9 | 98 | D6938 | Fail |
| Location : | Lot #1, Elv/Depth :1509-1510 | |||||||||
| Comment : | Moisture content was adjusted with an in-place dry back moisture content due to large amount of mica present in soil. | Gauge Serial No. :77-19952 | ||||||||
| 11/17/2025 | 9 | 17.5 | 93.3 | FP 3 | 100.5 | 20.5 | 92.8 | 98 | D6938 | Fail |
| Location : | Roadway in front of Lot #3 , Elv/Depth :1 foot from finished grade | |||||||||
| Comment : | This is a high traffic area for loaded trucks, will test again within this week. Moisture content was adjusted with an in-place dry back moisture content due to large amount of mica present in soil. | Gauge Serial No. :77-19952 | ||||||||
| 11/17/2025 | 10 | 17.5 | 87.9 | FP 3 | 100.5 | 20.5 | 87.5 | 98 | D6938 | Fail |
| Location : | Roadway in front of Lot #1, Elv/Depth :1 foot from finished grade | |||||||||
| Comment : | Contractor stated they had not packed this area yet. Will test again soon. This is also a high traffic area for loaded trucks. Moisture content was adjusted with an in-place dry back moisture content due to large amount of mica present in soil. | Gauge Serial No. :77-19952 | ||||||||
| 11/17/2025 | 11 | 25.8 | 73.2 | 2025-055 | 107.3 | 15.5 | 68.2 | 100 | D6938 | Fail |
| Location : | Topsoil test over BA headwall , Elv/Depth : | |||||||||
| Comment : | No proctor for topsoil. This test was requested by the contractor | Gauge Serial No. :77-19952 | ||||||||
| 11/17/2025 | 12 | 15.0 | 109.9 | FP 3 | 100.5 | 20.5 | 95.1 | 95 | D6938 | Pass |
| Location : | Lot #4 , Elv/Depth :1509 | |||||||||
| Comment : | Moisture content was adjusted with an in-place dry back moisture content due to large amount of mica present in soil. | Gauge Serial No. :77-19952 | ||||||||
| 11/17/2025 | 13 | 15.0 | 95.9 | FP 3 | 100.5 | 20.5 | 95.4 | 95 | D6938 | Pass |
| Location : | Lot #3, Elv/Depth :1509 | |||||||||
| Comment : | Moisture content was adjusted with an in-place dry back moisture content due to large amount of mica present in soil. | Gauge Serial No. :77-19952 | ||||||||
| in-place moisture check | 15.0 | 0.0 | Check | |||||||
| Location : | Fill used on Lots #3 and #4, Elv/Depth : | |||||||||
| Comment : | ||||||||||
Technician Signature / DateSean Willett, November 17, 2025
Reviewer Name / DateKenneth Mosman, November 24, 2025