Skip to main content

Civil & Earthworks Tools

Rip Rap Calculator

Calculate the tonnage of rip rap stone needed for erosion control on slopes, shorelines, or culvert outlets. Factor in stone size, layer thickness, and material density for an accurate quote.

Rip Rap Calculator

Estimate riprap volume and tonnage with waste

Results

Enter dimensions above to calculate

Calculating Sloped Area

Note that you must use the sloped length (diagonal) rather than the horizontal distance when calculating surface area for rip rap.

FILTER FABRIC RIP RAP ARMOR Thickness (T) Slope Length (L)

Common Rip Rap Service Classes

Class Median Size Min Thickness Typical Use
Class I (R-3) 6" (150 mm) 12" (300 mm) Drainage ditches, small culverts
Class II (R-4) 12" (300 mm) 18" (450 mm) Shorelines, larger culverts
Class III (R-5) 18" (450 mm) 24" (600 mm) River banks, high-flow channels
Class IV (R-6) 24"+ (600 mm+) 36"+ (900 mm+) Major dams, bridge abutments

Step-by-Step Formulas

1. Surface Area

Area = Slope Length × Width

Measure the length of the slope (not just the horizontal run) and the width of the bank to be protected. If the area is irregular, break it into sections and sum the areas.

2. Compacted Volume

Volume = Area × Layer Thickness

Thickness is usually 1.5 to 2 times the maximum stone size (Dmax). For example, if using 12" stone, the layer thickness should be 18–24".

3. Waste & Voids

Order Volume = Volume × (1 + Waste%)

Rip rap has significant void space between stones. The waste factor (typically 10–20%) accounts for settling into the subgrade and overlap at the edges.

4. Convert to Tonnage

Weight = Order Volume × Bulk Density

Stones are sold by weight (tons/tonnes). Typical limestone/granite density is 2,400–2,600 kg/m³ (1.6–1.75 tons per cubic yard). Confirm exact bulk density with your quarry.

Worked Example

Bank stabilization: 50 ft long slope, 10 ft slope width, 18" thickness (Class II stone), 15% waste.

Area = 50 × 10 = 500 sq ft
Volume = 500 × 1.5 ft = 750 cu ft
Order Volume (+15%) = 750 × 1.15 ≈ 862.5 cu ft
Volume in Yards = 862.5 ÷ 27 ≈ 31.9 cu yd
Tonnage (at 1.7 tons/yd³) = 31.9 × 1.7 ≈ 54.3 Tons

💡 Engineering Tip

When placing rip rap on a bank, always starting from the bottom (toe) and work your way up. Excavate a small trench at the toe to "key" the first course into the ground—this prevents the entire armour layer from sliding down the slope during high-flow events or saturation.

Frequently Asked Questions

How deep should rip rap be?
Usually 1.5 to 2 times the maximum stone size. For 12" stones, a 24" layer is a professional standard for erosion control.
Why do I need a fabric liner?
Non-woven geotextile prevents soil from "piping" out through the stone voids. Without it, the bank will eventually collapse even with the stone in place.
What is the density of rip rap?
Bulk density is typically 1.6 to 1.75 tons per cubic yard (2,500 kg/m³). Always confirm with your supplier as rock types vary.