Aggregate Compaction Shrink Calculator
Loose-to-Compacted Volume Conversion, Shrink Factors, and Tonnage for Base Course, Backfill, and Drainage Stone
Free aggregate compaction calculator for hardscape contractors, excavation crews, and site work estimators who need to determine how much loose aggregate to order when the plans specify compacted-in-place volume. Enter the compacted volume required (cubic yards or cubic feet), select the aggregate type, and the calculator returns the loose volume to order after applying the correct shrink factor for compaction, plus the tonnage based on the material's compacted unit weight.
Every aggregate material shrinks when compacted, and the shrink percentage varies significantly by material type. Crusher run (dense-graded aggregate base) typically shrinks 20-25% from loose to compacted state. 3/4" clean stone shrinks only 5-10% because the uniform particle size leaves less void space to compact. Sand shrinks 10-15%, and recycled concrete can shrink 15-25% depending on gradation. If you order aggregate based on the compacted volume shown on the plans without applying the shrink factor, you will come up short on every load — and short material means stopping work while you wait for another truck.
The calculator also converts between cubic yards (how aggregate is sold and delivered) and tons (how some suppliers price material), using the compacted unit weight for each material type. Standard unit weights are built in, or you can enter a custom weight from your supplier's gradation report.
Calculate retaining wall base and backfill aggregate quantities
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Asphalt Tonnage Calculator →Calculate concrete volume for slabs, footers, and pads
Concrete Calculator →How It Works
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Enter Compacted Volume
Input the finished (compacted-in-place) volume in cubic yards or cubic feet. This is the volume shown on the plans or calculated from the area and compacted thickness of the aggregate layer.
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Select Aggregate Type
Choose the material: crusher run/DGA, 3/4" clean stone, 2" clean stone, pea gravel, sand, topsoil, recycled concrete, or custom. Each material has a default shrink factor and unit weight based on industry averages.
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Review Loose Volume and Tonnage
Check the loose volume to order (compacted volume divided by the compaction factor), the tonnage equivalent, and the number of standard dump truck loads (typically 12-15 cubic yards per tandem axle). Verify the unit weight with your supplier if their material differs from the default.
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Add Waste Factor
Apply a 10-15% waste/overage factor to the loose volume to account for site losses. The calculator shows the final order quantity in both cubic yards and tons.
Built For
- Hardscape contractors ordering base material for paver patios, walkways, and retaining wall foundations
- Excavation crews estimating backfill quantities for utility trench restoration and site grading
- General contractors verifying aggregate quantities on site work subcontractor bids
- Estimators converting between compacted cubic yards on plans and loose cubic yards or tons for material purchase orders
Features & Capabilities
Material-Specific Shrink Factors
Built-in shrink factors for common aggregates: crusher run 20-25%, clean stone 5-10%, sand 10-15%, recycled concrete 15-25%, and topsoil 15-20%. Custom factors can be entered for specialty materials or when your supplier provides a specific value.
Tonnage Conversion
Converts between cubic yards and tons using the compacted unit weight for each material type. Crusher run at approximately 2,700 lbs/CY compacted, clean stone at 2,500 lbs/CY, sand at 2,600 lbs/CY. Custom weights accepted.
Truck Load Calculator
Divides the total loose volume by standard truck capacities: single-axle dump (6-8 CY), tandem-axle dump (12-15 CY), and tri-axle dump (16-18 CY) to estimate the number of deliveries needed.
Waste Factor Adjustment
Applies a configurable waste/overage percentage (default 10%) to the calculated loose volume to account for spillage, subgrade irregularities, and spreading losses that always occur on real jobsites.
Frequently Asked Questions
Learn More
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