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The following densities should be used for estimating quantities of Hot Mix Asphalt (HMA) material.
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| Material | Density | Density Values for Scott County Projects | Density Values for District 6 |
|---|
| HMA | 145 pcf | — | — |
| High Performance Thin Lift Overlay (non-slag mixture) | 150 pcf | — | — |
| High Performance Thin Lift Overlay (slag mixture) | 170 pcf | — | — |
| Crushed HMA for use as Subbase | 127 pcf | — | — |
| Base Course | 145 pcf | 155 pcf | 150 pcf |
| Intermediate Course | 147 pcf | 155 pcf | 150 pcf |
| Surface Course | 147 pcf | 160 pcf | 155 pcf |
The following densities should be used for estimating quantities of granular material.
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| Material | Density |
|---|
| Granular Subbase | 135 pcf |
| Granular Backfill | 125 pcf |
| Granular Blanket | 125 pcf |
| Granular Shoulders | 140 pcf |
| Special Backfill (treatment) | 140 pcf |
| Porous Backfill | 120 pcf |
| Flooded Backfill | 125 pcf |
| Class ″A″ Crushed Stone | 140 pcf |
| Class ″D″ Revetment | 110 pcf |
| Class ″E″ Revetment | 1105 pcf |
| Erosion Stone | 120 pcf |
| Recycled Pavement | 135 pcf |
| Macadam Stone | 130 pcf |
| Crushed Concrete for use as Subbase | 135 pcf |
| P.C.C. Pavement Broken for use as Class ″E″ Rip-Rap | 120 pcf |
| Rolled Stone Base | 140 pcf |
| Modified Subbase | 140 pcf |
| Crushed Brick | 115 pcf |
| Trench Foundation | 127 pcf |
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Chronology of Changes| Date | Revision Description |
|---|
| | |
| | |
| 5/21/2026 | New 2026 Update |
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