Skip to main content

How Concrete & Yard Works

Professional material takeoffs and logistics math in 3 simple steps.

1Select & Input

Pick your exact project (slab, footing, wall, gravel, dirt, or pavers) and input dimensions in feet and inches.

2Density & Buffer

Select aggregate density and set the recommended 10% contractor waste buffer to prevent short-pour penalties.

3Takeoff & Print

Instantly view exact cubic yards, retail bag counts, tonnage, and 1-click copy or print contractor PDF sheets.

Keyboard Shortcuts:
Esc CloseTab Next FieldCtrl/⌘+P Print

Concrete Stairs Calculator

Calculate cubic yards, riser and run geometry, landing platform volume, and bag requirements for cast-in-place concrete steps.

0.60 ft³ per 80lb bag
3. Enter DimensionsFeet & inches auto-calculated
ft
in
ft
in
inches
Visual Dimension Guide20'0" L × 10'0" W × 4" T
L: 20 ft 0 inW: 10 ft 0 inT: 4 in
+Advanced Waste Buffer & Multi-Zone Takeoff
10% Waste Buffer · 1 Zone
Subgrade deflection & spillage allowance
units
Project Zones:

Zone Breakdown Summary

1 Zone
Zone NameGeometryDimensionsCu FtCu Yds

How to Calculate Concrete Volume for Stairs & Steps

Concrete stairs are composed of a staircase body (individual step blocks) plus an optional upper landing platform. Solid stair volume can be computed using triangular staircase prism geometry or cumulative step prism summation.

1Staircase Mathematical Formulas

Step Count Factor: K = [Risers × (Risers + 1)] ÷ 2

Steps Volume (ft³): K × [(Rise in × Run in) ÷ 144] × Width ft

Platform Volume (ft³): Plat Depth ft × Plat Width ft × Total Height ft

Total Cubic Feet: Steps Volume + Platform Volume

Cubic Yards (yd³): Total Cubic Feet ÷ 27

With 10% Waste: Cubic Yards × 1.10

The factor K accounts for the cumulative stacking: step 1 has 1 unit of height, step 2 has 2 units, step 3 has 3 units, and step N has N units of height.

2Step-by-Step Example: 4 Risers, 4' Wide, 7.5" Rise, 11" Run

  1. Step Multiplier: K = [4 × (4 + 1)] ÷ 2 = 10 units.
  2. Area Per Step Profile: (7.5" × 11") ÷ 144 = 0.573 sq ft.
  3. Total Stair Section ft³: 10 × 0.573 sq ft × 4 ft wide = 22.92 cu ft.
  4. Upper Landing Platform (3' deep): 3 ft × 4 ft × [30" total rise ÷ 12] = 30.0 cu ft.
  5. Combined Volume: 22.92 + 30.0 = 52.92 cubic feet.
  6. Convert to Cubic Yards: 52.92 ÷ 27 = 1.96 cubic yards.
  7. With 10% Buffer: 1.96 × 1.10 = 2.16 yd³ (58.2 cu ft / 97 bags of 80 lb).
Formwork Clamping: Because wet concrete seeks its own level, screw vertical 2x4 kickers to form stakes to prevent lower riser boards from lifting upward under hydraulic pressure.

Concrete Stairs Volume & Bag Takeoff Reference Table

Quick reference table for common residential porch and entry step dimensions (7.5" rise, 11" run) with and without landing platforms.

Stair DescriptionRisers & WidthLanding PlatformBase VolumeWith 10% Waste80 lb Bags60 lb Bags
2 Steps (Standard Porch)2 Risers × 3' WideNone0.19 yd³0.21 yd³1013
3 Steps Entryway3 Risers × 4' WideNone0.51 yd³0.56 yd³2634
3 Steps with Small Landing3 Risers × 4' Wide3' × 4' (22.5" high)1.34 yd³1.48 yd³6789
4 Steps Standard Walkway4 Risers × 4' WideNone0.85 yd³0.93 yd³4256
4 Steps with 3-ft Landing4 Risers × 4' Wide3' × 4' (30" high)1.96 yd³2.16 yd³97130
5 Steps Wide Entrance5 Risers × 5' WideNone1.59 yd³1.75 yd³79105
6 Steps with 4-ft Landing6 Risers × 5' Wide4' × 5' (45" high)5.00 yd³5.50 yd³ (Truck)248330

Finishing Concrete Stairs: Nose Edges & Non-Slip Broom Textures

Stair safety requires specific finishing details to prevent water accumulation, slippery surfaces, and premature edge chipping.

1. Tread Wash Slope

Slope every stair tread downward toward the front edge by 1/8 inch to 1/4 inch across the run. This slight pitch allows rainwater and melted snow to drain off immediately instead of ponding and freezing.

2. Rounded Nose Edging

Strip the riser face boards after 30 to 45 minutes once the concrete supports its own shape. Tool a 1/2-inch radius bullnose edge on each tread with a bronze stair edger to eliminate brittle 90-degree corners.

3. Medium Broom Finish

Pull a horsehair concrete finishing broom transversely across each tread perpendicular to foot traffic. This creates durable micro-ridges that provide high-traction non-slip grip even when wet or icy.

Frequently Asked Questions

What is the code-compliant rise and run for exterior concrete steps?
Under the International Residential Code (IRC Section R311.7.5), the maximum riser height is 7.75 inches (197 mm) and the minimum tread depth (run) is 10 inches (254 mm). Furthermore, the greatest riser height within any flight of stairs cannot exceed the smallest by more than 3/8 inch (9.5 mm) to prevent tripping hazards.
How do you calculate the volume of concrete steps?
For a solid pour, each step consists of a rectangular prism extending all the way down to the subgrade. For N steps with uniform rise (R in inches), run (T in inches), and width (W in feet): Step Volume = [N × (N + 1) ÷ 2] × [(R × T) ÷ 144] × W in cubic feet. Add any top landing platform volume (Platform Depth × Width × Total Height), then divide the total cubic feet by 27 to get cubic yards.
How do you anchor concrete stairs to an existing foundation or patio?
Drill 1/2-inch holes 4 to 6 inches deep into the adjoining concrete foundation or porch ledger, spaced 12 inches apart horizontally. Clean out all dust with compressed air, inject two-part structural epoxy adhesive, and insert 18-inch long #4 rebar dowels that project into the stair formwork to prevent the steps from settling or pulling away.
Should you pour concrete stairs hollow or solid?
Steps with 1 to 4 risers are almost always poured solid over a well-compacted crushed stone base. For tall flights of 5 or more steps, contractors often backfill the core with clean compacted gravel or crushed stone sloped upward, leaving a minimum 6-inch solid reinforced concrete throat slab over the fill to conserve concrete while maintaining full structural strength.
What type of concrete mix is best for stairs and steps?
Use a 3500 to 4000 PSI concrete mix with a low water-to-cement ratio (stiff 3 to 4-inch slump). If concrete is poured too wet (high slump), it will slump and bulge out under the lower riser forms during placement. Exterior steps in cold regions must also include 5% to 7% air entrainment to resist freeze-thaw spalling.