Decomposed Granite Calculator (DG Tonnage & Compaction)

Calculate exact quarry tons, loose cubic yards, 50-lb retail bags, and tandem dump truck loads for natural, stabilized, and resin-bound decomposed granite. Automatically factors in critical 25%–30% vibratory plate compaction loss and multi-lift layer schedules for pathways, patios, and driveways.

Measurements

US customary
ft
ft
in
Length (ft) Width (ft) Depth
Compacted Decomposed Granite • Mechanical plate tamping • Mass-conserved
Compaction losses range 20–30% • Confirm bulk scale weights with your local quarry or aggregate yard
ESTIMATE READY
Quarry Order Weight
2.44 Tons
2.17 yd³ loose quarry order (25% compaction loss compensated)
Finished compacted volume 1.48 yd³ (Finished Grade)
Loose volume in cubic feet 58.7 cu ft
50-lb retail bags (mass-equivalent) 98 Bags (2.45 Tons eq.)
Tandem dump truck loads (~14 T) Single Delivery / Pickup
Total surface area 240.0 sq ft
Small Project / Depot Takeoff: Order 2.44 Tons (2.17 loose yards) of bulk Natural Unstabilized DG, OR purchase 98 fifty-pound bags (totaling 2.45 Tons, delivering identical material mass). Install in a single 2″ lift, moisten evenly, and compact with a vibratory plate compactor.

How to Calculate Decomposed Granite: The Compaction Factor

Decomposed granite (DG) is granitic rock weathered to the point of natural fracture into small gravel aggregate and fine stone sand particles. Unlike clean washed gravel (#57 stone) which maintains rigid void spaces, decomposed granite contains a continuous blend of 3/8″ aggregates down to microscopic rock flour (passing the #200 sieve). When rolled or tamped, DG shrinks by 25% to 30% in volume as fines migrate into empty spaces. Ordering exact geometric volume (Length × Width × Depth) guarantees a project shortfall.

Decomposed Granite Compaction & Quarry Formulas
Finished Compacted Volume (cu yds) = [ Surface Area (sq ft) × ( Depth (in) ÷ 12 ) ] ÷ 27
Required Loose Quarry Volume (cu yds) = [ Finished Compacted Volume ÷ ( 1 − Compaction Loss ) ] × ( 1 + Waste Factor )

*For a 25% compaction volume loss, divide finished volume by 0.75 (× 1.3333). Note: Multiplying finished volume by 1.25 accounts for only a 20% volume loss, leaving projects short of material.

Quarry Order Tonnage = Compacted Volume (cu yds) × Compacted Density (1.50 – 1.62 Tons/yd³) × ( 1 + Waste Factor )
50-lb Retail Bags Required = ⌈ Total Order Weight (lbs) ÷ 50 lbs ⌉   [where Total Weight = Quarry Tons × 2,000 lbs]

Worked-Out Jobsite Numerical Example

Assume building a 16 ft × 14 ft outdoor patio (224 sq ft) with a finished compacted thickness of 3 inches (0.25 ft) using Stabilized Decomposed Granite and a standard 10% contingency reserve:

  1. Calculate Finished Compacted Volume:
    224 sq ft × 0.25 ft = 56.0 compacted cubic feet
    56.0 ÷ 27 = 2.074 Compacted Cubic Yards
  2. Apply True 25% Compaction Divisor (÷ 0.75):
    2.074 ÷ ( 1 − 0.25 ) = 2.074 ÷ 0.75 = 2.074 × 1.3333 = 2.765 Loose Quarry Yards
  3. Add 10% Edging & Spill Reserve:
    2.765 × 1.10 = 3.04 Loose Cubic Yards to Order
  4. Convert to Quarry Tonnage (at 1.55 Tons/compacted yd³ for Stabilized DG):
    2.074 comp yds × 1.55 T/yd³ × 1.10 = 3.54 Bulk Tons (7,072 lbs)
  5. Calculate Mass-Equivalent 50-lb Retail Bags:
    7,072 lbs ÷ 50 lbs/bag = 141.4 → 142 Bags (3.55 Tons Equivalent)

    Both bulk delivery (3.54 tons) and bagged purchase (142 bags = 3.55 tons) describe the exact same physical material requirement.

Technical Reference: Decomposed Granite Sieve Gradation Specifications

High-performance pathways and vehicular DG pavements require a balanced particle distribution to guarantee shear strength while retaining sufficient water permeability:

Standard Sieve Size Metric Opening Target Percent Passing Engineering Function
3/8 Inch (9.5 mm) 9.5 mm 100% Ensures zero coarse stones create tripping hazards
1/4 Inch (6.3 mm) 6.3 mm 85 – 100% Primary structural skeleton matrix
No. 4 Sieve (4.75 mm) 4.75 mm 55 – 75% Interlocking particle size distribution
No. 10 Sieve (2.0 mm) 2.0 mm 35 – 55% Coarse sand transition preventing voids
No. 40 Sieve (0.425 mm) 0.425 mm 15 – 30% Medium fine sand binding aggregate
No. 200 Sieve (0.075 mm) 0.075 mm 5 – 12% Microscopic mineral fines required for cohesion
Looking for subbase installation, moisture tests & commercial edging guides?

For complete 2-inch compaction lift procedures, stabilizer additive specs, and perimeter restraint details, review our in-depth Hardscape Base & Compaction Engineering Guide →

Frequently Asked Questions About Decomposed Granite

A cubic yard of loose, uncompacted decomposed granite (DG) from the quarry weighs approximately 2,250 to 2,400 lbs (1.13 to 1.20 tons) depending on quarry moisture. Once placed, wetted, and mechanically compacted with a vibratory plate compactor (losing 20% to 25% of its loose volume), its in-place compacted density increases to 3,000 to 3,200 lbs per cubic yard (1.50 to 1.60 tons per cubic yard).
Decomposed granite loses approximately 25% to 30% of its volume during vibratory plate compaction as fine particles interlock into open void spaces. Contractors must multiply finished compacted volume by 1.25 to 1.30 to determine the actual loose quarry order quantity to prevent project shortages.
For residential garden pathways and footpaths, install a 2-inch compacted depth of DG. For outdoor patios, fire pit seating areas, and courtyards, install a 3-inch compacted depth. For residential driveways or vehicular parking pads, install a 4-inch compacted depth of stabilized DG over a 4 to 6-inch compacted road base (#21A).
Natural DG is 100% crushed weathered granite with no additives; it is affordable and permeable but prone to tracking and water erosion. Stabilized DG is blended with a natural plant-based binder (such as psyllium husk) that activates with water to create a firm, erosion-resistant crust. Resin-coated polymeric DG combines granite aggregates with high-strength polyurethane resins for maximum commercial durability.
Planning Disclaimer

Results are estimates based on the dimensions and material assumptions entered. Actual material requirements can vary due to site conditions, material density, compaction, waste, supplier specifications, and construction methods. Confirm quantities with your supplier or project professional before ordering.