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Cubic Yard Calculator

Calculate exact cubic yards, scale weight tonnage, and bag counts from length, width, and depth. Built to professional engineering standards for earthwork contractors, landscapers, and builders across the United States.

27
cu ft / yd³
ASTM Standard
14+
materials
Verified Densities
6
calculators
Trade Tools

Cubic Yard Calculator

Production Grade

Volumetric calculations with ASTM industry compaction standards

0.33 ft
or enter custom →
Waste & Compaction Allowance
+10%

Recommended: 10% for gravel & concrete; 15% for subsoil/fill dirt settlement.

$
Material to Order
+10% waste included
2.72yd³

Net 2.47 yd³ + 0.25 yd³ allowance

73.3
cu ft
Cubic Feet
2.08
m³
Cubic Meters
200
sq ft
Area
Engineering Fundamentals

The Geometry of a Cubic Yard: Mathematical Dimensional Analysis

In US commercial construction, landscape estimating, and earthmoving logistics, the cubic yard (abbreviated as yd³ or cu yd) is the standard unit of volumetric commerce. A cubic yard represents the three-dimensional space enclosed within an equilateral cube measuring exactly 3 feet (36 inches) wide, 3 feet long, and 3 feet deep.

Imperial Foot Equivalent
27 cu ft

3 ft × 3 ft × 3 ft = exactly 27 cubic feet.

Imperial Inch Equivalent
46,656 cu in

36 in × 36 in × 36 in = 46,656 cubic inches.

SI Metric Equivalent
0.76455 m³

Exact SI conversion factor (764.55 liters).

The Dimensional Mismatch Trap: Why Divide by 27?

The most prevalent calculation error encountered on jobsites stems from unit inconsistency. On physical job sites, plan dimensions (length and width) are surveyed in feet, whereas excavation depths, concrete slab thicknesses, and gravel sub-bases are surveyed with tape measures in inches (e.g., a 4-inch sidewalk, 6-inch base, or 2-inch topdressing).

Multiplying length in feet by width in feet by depth in inches directly without unit conversion corrupts the volume by a factor of 12 (1,200% over-calculation). Depth must always be normalized to feet prior to computing cubic footage:

Standard Dimensional Equations
Cubic Yards = [ Length (ft) × Width (ft) × ( Depth (in) ÷ 12 ) ] ÷ 27
The Direct Estimator's Shortcut: Because 12 × 27 = 324, estimators simplify this two-step arithmetic into a single operation:
Cubic Yards = ( Length in ft × Width in ft × Depth in inches ) ÷ 324

*Note: The 324 divisor represents the fundamental coverage theorem of material estimating: exactly 1 cubic yard of any substance will coat 324 square feet of surface area at a depth of exactly 1 inch.

Geometric Profiles

Formulas for Irregular Footprints, Columns & Swales

Civil earthwork and architectural hardscaping rarely conform solely to perfect rectangles. Estimating volume for sonotube piers, circular pads, drainage trenches, and graded swales requires dedicated geometric formulas. Always convert all constituent measurements to feet before computing:

Cylindrical Columns & Post Holes Sonotubes

For cylindrical concrete piers, fence posts, and columnar footings:

Volume (yd³) = [ π × (Radius ft)² × Depth ft ] ÷ 27

Example: A 12-inch diameter sonotube (0.5 ft radius) at 4 feet frost depth = [3.14159 × (0.5)² × 4] ÷ 27 = 0.116 cu yds.

Circular Fire Pits & Tree Rings Circles

For circular patios, round fire pit pads, and mulch rings around trees:

Volume (yd³) = [ π × (Diameter ft ÷ 2)² × (Depth in ÷ 12) ] ÷ 27

Example: A 14-foot diameter round patio with 3 inches of gravel base = [3.14159 × 7² × (3 ÷ 12)] ÷ 27 = 1.425 cu yds.

Triangular Trenches & French Drains V-Ditches

For V-notch drainage swales, berm backfills, and triangular soil cuts:

Volume (yd³) = [ 0.5 × Base ft × Depth ft × Length ft ] ÷ 27

Example: A 100-foot trench, 2 feet wide at top, tapering to base at 1.5 feet depth = [0.5 × 2 × 1.5 × 100] ÷ 27 = 5.56 cu yds.

Trapezoidal Swales & Retention Channels Channels

For flat-bottomed drainage channels with sloped banks:

Volume (yd³) = [ ((Top Width + Bottom Width) ÷ 2) × Depth × Length ] ÷ 27

Example: 8 ft top, 4 ft bottom, 2 ft depth, 50 ft length = [((8 + 4) ÷ 2) × 2 × 50] ÷ 27 = 22.22 cu yds.

Material Science & Density

Master Material Density & Conversion Index

While cubic yards measure geometric volume, commercial quarries, sand yards, and asphalt plants sell products by certified weight (US tons = 2,000 lbs) recorded on scale houses. Conversely, home centers sell by pre-bagged dry weights.

The table below provides engineering reference bulk densities, quarry conversion multipliers, coverage metrics, and standard compaction allowances based on ASTM standards:

Material Classification Bulk Density (lbs/yd³) Tons per cu yd Coverage @ 2" (sq ft) Coverage @ 4" (sq ft) Compaction Factor
Screened Topsoil (Dry Loam) 2,100 1.05 162 81 15%–20%
Common Fill Dirt (Inorganic Subsoil) 2,200 1.10 162 81 18%–25%
Excavated Heavy Clay (Moist) 2,500 1.25 162 81 20%–30%
Washed Concrete Sand (ASTM C33) 2,700 1.35 162 81 5%–8%
Crushed Stone #57 (3/4" Clean) 2,700 1.35 162 81 5%–10%
Crusher Run / Dense Graded (CR6 / 21A) 3,000 1.50 162 81 15%–20%
Pea Gravel (3/8" Smooth River Rock) 2,800 1.40 162 81 5%–8%
River Rock / Egg Stone (1"–3" Smooth) 2,600 1.30 162 81 3%–5%
Decomposed Granite (Screened & Fines) 3,100 1.55 162 81 15%–20%
Double-Shredded Hardwood Bark Mulch 700 0.35 162 81 15%–25%
Aged Organic Compost (Leaf / Yard) 1,200 0.60 162 81 20%–30%
Ready-Mix Wet Concrete (Normal Weight) 4,050 2.025 162 81 0% (Form Waste 5–8%)
Quarry Scale Moisture Swings:

Unlike bagged materials sealed in polyethylene, quarry stockpiles are stored outdoors. After heavy rainfall, porous crushed limestone, concrete sand, and topsoil absorb between 4% and 12% moisture by weight. When purchasing by the ton at commercial scales on damp days, you receive less net mineral aggregate per ton paid for. Always specify cubic yard delivery or confirm dry tare weights when purchasing bulk aggregates.

Geotechnical Earthwork

Bank Yards vs. Loose Yards vs. Compacted Yards (Swell Mechanics)

In civil engineering and site grading, earth does not occupy constant volume throughout the construction lifecycle. Soil particles naturally settle over millennia into an in-situ matrix. Once excavated by a backhoe, voids and air pockets expand the volume. When rolled under a vibratory compactor, voids collapse. Earthwork contracts strictly differentiate three volumetric states:

BCY · Bank Cubic Yards
In-Situ / Natural State

Material in its virgin, undisturbed natural ground condition prior to excavation or blasting. Earthwork cut surveys quantify volume in BCY.

LCY · Loose Cubic Yards
Excavated / Truck Bed State

Material after excavation and disturbance. Entrained air causes soil particles to swell. Dump truck hauling capacities and disposal fees are calculated in LCY.

CCY · Compacted Cubic Yards
Mechanically Densified State

Material placed, moisture-conditioned, and compacted with heavy rollers or vibratory plates into structural fill. Fill placement contracts quantify volume in CCY.

The Swell & Shrinkage Equations

To calculate how many dump trucks you need to haul away an excavation hole, multiply Bank Yards by the material's swell percentage:

Hauling Equation (Swell): LCY = BCY × (1 + Swell Percentage)
Fill Equation (Shrinkage): CCY = LCY × (1 - Shrinkage Percentage)
Soil Classification Swell % (In-Bank to Loose) Shrinkage % (Loose to Compacted) Typical Earthwork Application
Clean Washed Sand & Gravel 10%–15% 8%–12% Pipe bedding, drainage trenches
Common Loam & Organic Topsoil 20%–25% 15%–20% Lawn grading, landscape berms
Dense Stiff Clay 30%–35% 20%–25% Basement digs, pond embankments
Blasted Rock / Solid Hardpan 50%–60% 15%–20% Quarry rip-rap, road base embankments
Logistics & Jobsite Delivery

Dump Truck Hauling & Commercial Delivery Logistics

Ordering bulk materials requires understanding highway weight regulations and truck axle physics. In the United States, commercial dump truck loads are strictly capped by State Department of Transportation (DOT) Gross Vehicle Weight Ratings (GVWR) and the Federal Bridge Formula. Even if a dump body has volumetric space remaining, dense materials (stone, wet soil, concrete) hit weight limits long before the bed is filled.

Class 6/7 Chassis
Single-Axle Dump
5 to 7 cu yds

Payload limit: 7 to 8 US tons. Ideal for tight residential driveways, alleys, and smaller renovations.

Class 8 10-Wheeler
Tandem-Axle Dump
10 to 12 cu yds

Payload limit: 13 to 15 US tons. The standard workhorse commercial hauling truck across American quarries.

Lift Axle Chassis
Tri-Axle Dump
14 to 16 cu yds

Payload limit: 18 to 22 US tons. Highest payload efficiency for major site preparation and roadway base.

Trailer / Semi
Super Dump / End Dump
18 to 22 cu yds

Payload limit: 24 to 26 US tons. Bulk deliveries requiring vast turnaround access and wide turning radius.

Pre-Delivery Jobsite Clearance Checklist

Before scheduling a 60,000-lb commercial truck delivery, verify the following structural site parameters to prevent property damage and driver drop refusals:

  • ✓
    Vertical Overhead Clearance: Requires 14 feet clear driving height and 20 to 24 feet vertical clearance with dump bed fully elevated. Inspect power drops, cable lines, and overhanging tree limbs.
  • ✓
    Underground Utility & Septic Setback: Never permit tandem or tri-axle trucks to drive across septic tanks, drainage fields, water meters, or shallow irrigation manifolds. Keep 20 ft minimum separation.
  • ✓
    Driveway Surface Integrity: Standard residential concrete driveways (3.5" unreinforced) fracture under the axle weight of a fully loaded tri-axle. Stage deliveries on the street curb or lay double-thick 3/4" plywood tracks.
  • ✓
    Slope & Tipping Hazards: Dump beds raised 20 feet shift the truck's center of gravity drastically. Drivers will not elevate beds on sideways cross-slopes exceeding 5 degrees due to immediate turnover rollover hazard.

The Tailgate Spreading Technique

When surfacing long aggregate driveways, experienced drivers can execute a tailgate spread. The driver chains the lower tailgate pins, allowing an opening of 3 to 5 inches, raises the hoist slightly, and drives forward in low gear at 3 to 5 mph. This deposits aggregate in an even 2-to-3-inch ribbon along the driveway centerline, cutting manual wheelbarrow and skid steer grading time by up to 75%. Tailgate spreading requires a straight path free from steep inclines or overhead obstacles.

Field Case Studies

Three Step-by-Step Field Scenarios with Exact Contractor Math

Examine three realistic project estimating proofs showing how commercial estimators calculate net volume, apply geometric adjustments, and account for delivery minimums:

Scenario A: 24' × 24' × 4" Detached Garage Slab with Turned-Down Perimeter Footings

Ready-Mix Concrete

A builder is framing a 24 ft by 24 ft garage. The design calls for a 4-inch reinforced slab with a monolithic turned-down edge footing around the entire 96-ft perimeter. The footing trench measures 12 inches wide and extends 8 inches below the slab (total 12 inches deep from the top of the pour).

Step 1: Main Slab Volume: 24 ft × 24 ft × (4 in ÷ 12) = 192 cu ft ÷ 27 = 7.11 cu yds
Step 2: Perimeter Footing Trench Volume: Perimeter = (24 + 24 + 24 + 24) = 96 linear ft. Footing width = 1.0 ft (12 in), Depth below slab = 0.667 ft (8 in). Volume = 96 ft × 1.0 ft × 0.667 ft = 64 cu ft ÷ 27 = 2.37 cu yds
Step 3: Net Geometric Concrete Volume: 7.11 + 2.37 = 9.48 cu yds
Step 4: Contractor Form-Flex & Subgrade Waste Allowance (8%): 9.48 cu yds × 1.08 = 10.24 cu yds
Dispatch Order: Ready-mix plants batch in 0.25-yard increments. Order exactly 10.25 cubic yards of 4,000 PSI concrete (one full 10-yard mixer truck + one 0.5-yard short-load run).

Scenario B: 120-Foot Country Driveway Installation (Multi-Layer Aggregate)

Crushed Stone & Tonnage

Surfacing a 120 ft long by 10 ft wide private residential driveway. Design calls for a 6-inch compacted base of Crusher Run (Dense Graded Aggregate / CR6) topped with a 2-inch surface wearing course of #57 angular crushed limestone.

Step 1: Surface Area: 120 ft × 10 ft = 1,200 sq ft
Step 2: Base Layer Volume (6" Crusher Run): (1,200 sq ft × 6 in) ÷ 324 = 22.22 cu yds. Compaction allowance (+15%): 22.22 × 1.15 = 25.55 cu yds
Step 3: Base Tonnage (1.50 tons/yd³): 25.55 cu yds × 1.50 = 38.33 Tons Crusher Run
Step 4: Surface Layer Volume (2" #57 Stone): (1,200 sq ft × 2 in) ÷ 324 = 7.41 cu yds. Compaction allowance (+8%): 7.41 × 1.08 = 8.00 cu yds
Step 5: Surface Tonnage (1.35 tons/yd³): 8.00 cu yds × 1.35 = 10.80 Tons #57 Stone
Dispatch Order: 2 Tri-Axle truckloads of Crusher Run (approx. 19.2 tons each) + 1 Tandem-Axle load of #57 Stone (10.8 tons).

Scenario C: Correcting Slope on an 1,800 Sq Ft Lawn with Fill Dirt & Topsoil

Grading & Organic Soils

A landscaper is repairing a settling depression across an 1,800 sq ft backyard. The project requires an average of 4 inches of inorganic fill dirt to restore grade, topped with 2 inches of screened organic topsoil for new sod establishment.

Step 1: Fill Dirt Volume: (1,800 sq ft × 4 in) ÷ 324 = 22.22 cu yds. Natural settlement factor (+18%): 22.22 × 1.18 = 26.22 cu yds (approx. 28.8 tons)
Step 2: Topsoil Cap Volume: (1,800 sq ft × 2 in) ÷ 324 = 11.11 cu yds. Fluff & settlement factor (+12%): 11.11 × 1.12 = 12.44 cu yds (approx. 13.1 tons)
Dispatch Order: Order 26.5 cubic yards of fill dirt (two tandem truckloads) and 12.5 cubic yards of screened topsoil (one tandem truckload).
Estimating Risk Management

Waste Allowance Matrix: Preventing Jobsite Material Shortages

A common mistake made by entry-level estimators is ordering exact net geometric volume. In physical construction, material is lost to substrate undulation, subgrade sinking, formwork bowing, wheelbarrow spillage, and perimeter cutting. Ordering exact volume leads to emergency short-load fees, cold joints in concrete, and idle labor hours.

5% to 8%
Formed Concrete Slabs

Rigid form boards contain material cleanly. Waste accounts for 2x4 form deflection, screeding spillage, and pump hopper residue.

10% to 12%
Footings & Trenches

Excavated earth walls are naturally irregular. Backhoe bucket teeth leave scalloped edges that absorb additional volume.

12% to 15%
Gravel Sub-Bases

Heavy crushed stone embeds 0.5 to 1 inch directly into underlying soft clay or subsoil under vibratory plate compaction.

15% to 20%
Loose Dirt & Mulch

Fluffed organic material naturally settles and compresses upon watering and wind exposure. Edge raking results in minor dispersion.

Trade Reference

Frequently Asked Questions: Volumetric & Material Estimation

How do you calculate cubic yards from feet and inches?

To calculate cubic yards when dimensions are in feet and depth is in inches: multiply length in feet by width in feet, multiply by (depth in inches ÷ 12) to calculate total cubic feet, and divide the result by 27. Alternatively, use the direct shortcut: (Length in ft × Width in ft × Depth in inches) ÷ 324 = Cubic Yards. For example, a 20 ft by 10 ft patio poured at 4 inches depth equals (20 × 10 × 4) ÷ 324 = 2.47 cubic yards.

How many cubic feet are in one cubic yard?

There are exactly 27 cubic feet in one cubic yard. A cubic yard represents a three-dimensional cube measuring 3 feet wide, 3 feet long, and 3 feet deep (3 ft × 3 ft × 3 ft = 27 ft³). In liquid volume, 1 cubic yard equals approximately 201.97 US liquid gallons or 764.55 liters.

What is the formula to convert square feet directly into cubic yards?

Multiply your total surface area in square feet by the desired material thickness in inches, then divide by 324. Formula: Cubic Yards = (Square Feet × Depth in Inches) ÷ 324. This mathematical shortcut works because 1 cubic yard (27 cu ft) equals 324 square feet of coverage at exactly 1 inch thickness.

How much does a cubic yard of material weigh?

Weight depends entirely on material density and moisture content. One cubic yard of crushed #57 gravel weighs approximately 2,700 lbs (1.35 tons); dry screened topsoil weighs about 2,100 lbs (1.05 tons); wet excavated clay can exceed 2,600 lbs (1.3 tons); dense crusher run aggregate weighs 3,000 lbs (1.5 tons); and standard ready-mix wet concrete weighs roughly 4,050 lbs (2.025 tons).

How many wheelbarrows make a cubic yard?

A standard residential contractor wheelbarrow has a tray capacity of 3 cubic feet, requiring exactly 9 full level loads (27 ÷ 3 = 9) to move 1 cubic yard. Smaller residential consumer wheelbarrows (2 cubic feet) require 13.5 loads. Heavy-duty 6 cubic foot commercial landscaping wheelbarrows move 1 cubic yard in approximately 4.5 trips.

How many bags of concrete or gravel make 1 cubic yard?

For pre-bagged concrete: one 80-lb bag yields approximately 0.60 cubic feet, requiring 45 bags per cubic yard. One 60-lb bag yields approximately 0.45 cubic feet, requiring 60 bags per cubic yard. For standard pre-bagged gravel or soil sold in 0.5-cubic-foot bags (approx. 50 lbs), you need exactly 54 bags (27 ÷ 0.5) to equal 1 cubic yard.

What is the difference between a square yard and a cubic yard?

A square yard is a two-dimensional measurement of flat surface area (3 ft × 3 ft = 9 square feet), used for carpeting, sod rolls, and fabric. A cubic yard is a three-dimensional measurement of volume (3 ft × 3 ft × 3 ft = 27 cubic feet), used for bulk materials with depth like dirt, concrete, gravel, and mulch.

How many cubic yards can a standard pickup truck carry?

While a standard 6.5-foot or 8-foot pickup truck bed physically holds 1.5 to 2.5 cubic yards of volumetric space, payload weight is the limiting safety factor. A half-ton truck (F-150, Silverado 1500) has a typical payload limit of 1,500 to 2,000 lbs, accommodating only 0.5 to 0.75 cubic yards of heavy gravel or wet soil. Lightweight dry mulch (600–800 lbs/yd³) can safely fill the full 2 cubic yard bed capacity.