Riprap Calculator — Colorado

This calculator turns the area you want to armor into an order you can place. You enter the length and width of the zone. You enter the depth of the stone layer in inches. The tool does the rest and reports both cubic yards and tons.

The math runs in clear steps. The calculator multiplies length by width to find the area in square feet. It converts your depth from inches to feet, since a foot holds twelve inches. It multiplies area by that depth to get a volume in cubic feet.

Next it converts the volume to the units a supplier uses. It divides the cubic feet by 27 to get cubic yards. A cubic yard is a block three feet on every side. It then multiplies the cubic yards by about 1.5 tons per cubic yard to get tons.

That density fits heavy, angular stone. Riprap is dense rock with sharp faces, so it weighs more than loose gravel. The 1.5 tons figure is a solid planning number. Ask your quarry for the density of the exact class you buy.

The last step adds a waste allowance. The default is 10 percent. This covers voids between the stones, uneven ground, and normal handling loss. You can raise or lower it for your site.

The result gives you cubic yards and tons side by side. Tons is the number most quarries want, because stone is weighed on a truck scale. Cubic yards helps you cross-check. Enter your area and layer depth to see both totals and place an honest order.

Depth is the biggest lever on how much you order, and the right depth depends entirely on the stone size. Getting it right before you calculate keeps the order honest. A layer that is too thin fails, and one that is too thick wastes stone.

The rule ties depth to the stone itself. Make the layer at least 1.5 to 2 times the largest stone diameter. This lets the stones nest and interlock across the full thickness. A single-stone layer leaves gaps and shifts under flow.

Work an example. Suppose your class tops out near 12-inch stone. Multiply 12 by 1.5 to get 18 inches. Multiply by 2 to get 24 inches. So your layer depth runs from about 18 to 24 inches for that stone.

Smaller stone needs a shallower layer. A 6-inch stone gives a layer near 9 to 12 inches. Larger classes for heavy flow need a deeper layer. Read the largest stone in your class, not the average, since the biggest pieces set the minimum.

The application shifts the depth too. Gentle bank facing needs less than a channel that moves fast water. A culvert or pipe outlet takes a beating from concentrated flow, so it earns the deeper end of the range. Match the depth to the job.

Set this depth before you open the calculator. The tool multiplies your area by the depth you enter. A guess here throws off both the cubic yards and the tons. Decide the stone size and the layer depth first, then calculate.

Riprap is sold two ways, by the ton or by the cubic yard. Knowing both units keeps your order clear and lets you check the delivery ticket.

A cubic yard measures volume. It is a block three feet on every side, which equals 27 cubic feet. A ton measures weight. To move between the two, you use the density of the stone.

This calculator converts volume to weight for you. It finds the cubic yards of your layer, then multiplies by about 1.5 tons per cubic yard. So one cubic yard of riprap weighs roughly a ton and a half. Heavy, angular rock sits at the high end of aggregate weights.

Density is not fixed for every product. It shifts with the rock type, since granite and limestone differ in weight. It shifts with the stone size and how tightly the pieces pack. The 1.5 figure is a strong planning value, not a lab number. Ask your quarry for the density of the class you buy.

Why report tons at all? Bulk stone is weighed on a truck scale at the quarry. The ticket you receive lists tons. A tonnage estimate matches that ticket, so you can check what arrived against what you ordered.

If your yard sells by the cubic yard, the tool still helps. Take the tons and divide by the density to get cubic yards. Divide the tons by 1.5 for a quick figure. The calculator shows both numbers, so you order the right amount whichever way the yard prices it. Neither unit changes the stone you place.

Riprap never packs solid. Angular stones stack with open gaps between them, called voids. These voids are part of how riprap works, since they slow water and let it drain. But they mean a placed layer holds air as well as rock.

Plan for that reality in the order. The calculator adds a waste allowance to cover voids and the losses that come with rough stone. The default is 10 percent. This margin also covers uneven subgrade, spillage during the dump, and stone lost at the edges of the zone.

Raise the allowance for harder sites. A steep slope sheds loose stone before it settles. A rough or soft subgrade swallows stone into low spots. Broken or irregular ground eats more material than a clean, flat bank. When the site fights you, add more margin.

Think about the edges of the armored zone as well. Riprap needs a solid edge so the outer stones do not slide away. Many jobs key the stone into a trench at the toe of a slope or the edge of a channel. That keyed edge takes extra stone the flat-area math does not count.

Measure the true area, not a rough guess. Curves, culvert aprons, and side slopes add square footage. Break an odd shape into simple parts, size each part, then add them together. An area that reads too small leaves you short of stone.

When in doubt, order slightly long. Stone hauls in by the truckload, and a second short delivery costs time. A small surplus of riprap is easy to use on the toe or the edges.

Once you know your tonnage, plan the delivery. Riprap arrives by dump truck, and one standard dump truck holds about 15 to 20 tons. Divide your total tonnage by that range to see how many loads you need.

A small bank repair may need one load or less. A long channel or a large slope can run past a single truck. If your total is well above the truck limit, expect several deliveries. Ask your supplier what their trucks carry and how they stage multiple loads.

Pick the drop spot with care. Bulk stone falls in a large pile, so choose a spot close to the work but clear of the placed area. A pile on the zone itself blocks your grading. A pile far from the work means a long haul for a machine or a wheelbarrow.

Large riprap is too heavy to move by hand. Plan for a machine to place it, such as an excavator or a loader. The bigger classes need a bucket to set each stone. Only the smallest facing stone can be hand-placed, and even that is slow, hard work.

Place the stone in one operation, not in thin passes. Dump and spread it to the full layer depth so the stones nest and lock. Work the pieces so large voids are filled with smaller stone. A well-keyed, interlocked layer holds where a loose, single-stone layer washes out.

Check the weighed ticket when the truck arrives. It lists the tons delivered. Compare it against your estimate. A close match confirms the order is right. Have your machine and helpers ready, since stone sits in the open until you place it.

Riprap almost never sits straight on bare soil. The moving water that riprap controls will pull fine soil out from under the stone. That washout is called piping, and it hollows the ground until the armor slumps and fails. A layer under the stone stops it.

Most jobs use a geotextile filter fabric. This is a woven or non-woven cloth laid on the graded soil before any stone goes down. It holds the soil in place but lets water pass through. The stone rests on the fabric, and the fabric keeps the base intact.

Many jobs add a bedding layer as well. This is a thin layer of smaller crushed stone between the fabric and the riprap. It cushions the fabric from the sharp, heavy stone dropped on it. It also spreads the load and helps water drain sideways out of the base.

Prepare the subgrade before either layer goes in. Grade the soil smooth and firm, and remove roots and soft spots. Set any slope the design calls for. Overlap the fabric seams generously, and lay the sheets so upstream pieces sit over downstream pieces, like shingles shedding water.

Watch the fabric during placement. A sharp stone dropped from height can tear it, and a torn fabric lets soil escape. This is why a bedding layer helps, since it takes the first hit. Place the first stones with care rather than dumping them straight onto the cloth.

The calculator sizes the riprap layer itself. Add the fabric and any bedding stone to your order as separate items. Both are cheap next to the stone, and both decide whether the armor lasts. Skipping them is the fastest way to see good stone fail.

Most riprap shortfalls come from a few repeat errors. Knowing them ahead of time saves a second truckload and a stalled job.

The first mistake is entering depth in the wrong units. The tool wants inches. If you type feet where inches belong, the estimate swings far off. Read your depth back before you trust the total. A layer of 18 should mean 18 inches, not 18 feet.

The second mistake is a layer that is too thin. Some people set the depth to one stone diameter. The rule is 1.5 to 2 times the largest stone. A single-stone layer leaves gaps and washes out, so use the largest stone to set the minimum depth.

The third mistake is ignoring the voids. Angular stone stacks with open gaps, so a placed layer is not solid rock. People order for solid volume and come up short. Keep the waste allowance on, since it covers the voids and the handling loss.

The fourth mistake is using a light density. Riprap is heavy, angular stone near 1.5 tons per cubic yard. If you plug in a gravel weight, the tonnage reads low. Use the stone's real density, and ask the quarry for the exact class.

The fifth mistake is measuring a slope as flat ground. A bank or a channel side has more surface than its footprint on a map. The slope length is longer than the flat distance. Measure along the face of the slope, or your area reads too small.

The last mistake is ordering exactly the estimate with no margin. Ground is uneven and edges need keying. Keep the waste allowance on, and round up to the next practical load. A small surplus is far cheaper than a return trip.