Excavation Volume Calculator

Accurate volume estimation starts with correct field measurements. Excavation shapes in the real world are rarely perfect textbook geometries, so the goal is to approximate the actual shape with the closest standard geometry and then add a reasonable contingency.

1. Identify the excavation shape. Trenches with vertical walls (shored or narrow) are rectangular prisms. Open excavations with sloped banks are trapezoidal prisms. Pier holes and tank pits are cylinders. Irregular shapes should be broken into sections, each calculated separately and summed.

2. Measure the top dimensions at ground level. For sloped excavations, the top is always wider than the bottom because the slopes extend outward. Measure the intended top dimensions after any over-excavation for working room. A foundation trench that needs 3 feet of working space at the bottom will be 3 + (2 × depth × slope ratio) feet wide at the top. For concrete footing projects, add at least 6 inches of working room on each side of the footing form.

3. Measure or calculate the bottom dimensions. For rectangular (vertical-walled) excavations, top and bottom are the same width. For trapezoidal shapes, the bottom width = top width - (2 × depth × slope ratio). A 1:1 slope (45 degrees) means 1 foot of horizontal run per foot of vertical depth. If the top width is less than twice the depth, 1:1 slopes cannot fit at all: the calculator reports that failure and no volume, so widen the top or reduce the depth (until 2026-09-12 it silently assumed a 0.5 ft bottom and reported a volume anyway). OSHA requires minimum 1.5:1 slopes for most soil types in unshored trenches deeper than 5 feet.

4. Measure the depth from existing grade to the bottom of the excavation. If the grade varies across the site, measure at multiple points and use the average — or break the excavation into sections of uniform depth.

5. Add contingency for uneven bottoms and over-excavation. Real excavations rarely hit the exact target depth uniformly. Add 10-15% to the calculated volume for the bucket-tooth gouges, over-digs, and uneven bottoms that occur in practice.

Soil in the ground (bank condition) is compacted by the weight of the overburden above. Once excavated, the soil loosens and expands — this expansion is the swell factor. Swell factors govern hauling estimates because the truck carries loose soil, not bank soil. The rows below carry bank and loose densities in pounds per cubic foot and a swell column computed as 1 / load factor minus 1, the Caterpillar Performance Handbook's own identity. They are this site's own figures: Edition 50 as opened in full on 2026-09-06 (a Wheeler CAT dealer copy) prints a percent-indexed swell and load-factor table (p. 27-1: 25% = 0.800, 35% = 0.741, 50% = 0.667) with no material names, and a weight-of-materials table (p. 10-9: clay wet 3,500 bank and 2,500 loose lb per cubic yard, earth wet 3,750 and 2,400, sand and gravel wet 3,100 and 2,800) with no load-factor column, so no row below is a figure the opened edition prints by material, and the mapping of this calculator's four soil classes onto swell percentages is this site's own. The sandy-gravel row is the WSDOT Geotechnical Design Manual, Chapter 10, Table 10-1 (from the Alaska DOT Geotechnical Procedures Manual, 1983), which prints 5% swell for sand and sandy gravel against Cat's 12.4%. The calculator's four swell factors (12 / 25 / 35 / 50%) stay where they are: the seat rulings of 2026-09-02 and 2026-09-03 kept them as the conservative haulage side (over-estimating loose volume orders one truck too many, never one too few); clay at 35% sits above Cat's 22 to 25%.

To convert from bank volume to loose volume: multiply by the swell factor. To convert from loose volume back to compacted volume (for fill estimation): divide by the compaction factor, 0.75 to 0.95 depending on the material, with fine-grained soils lower (WSDOT Table 10-1: sand 0.89, sandy gravel 0.93, silt 0.83, loess 0.75; West Virginia DOH Design Directive 406: soil 15% shrinkage, so 0.85). When backfilling with gravel instead of native soil, figure out how much aggregate you need before the trucks arrive. A common estimating error is calculating the hole volume and ordering that many truck loads: the actual loose volume is 5 to 70% higher by material in the rows above, so the last few trucks get turned away because the disposal budget ran out.

Weight matters for hauling too. At Cat's 103.7 lb per cubic foot for loose wet clay, 10 cubic yards (270 cu ft) weighs about 28,000 lb; loose basalt at 122.2 lb per cubic foot weighs about 33,000 lb, and heavier hauls burn more fuel and accelerate truck wear. The 10-cubic-yard truck capacity this calculator uses, and the roughly 40,000 lb payload limit quoted for a standard dump truck: This is our own estimate; no published source backs these figures. Check your results against your product data or a licensed professional before acting.

Soil exists in three measurement states in earthwork calculations. Mixing them up is the most common error in excavation estimating and leads to either over-ordering or under-ordering trucks, fill material, or disposal capacity.

Bank cubic yards (BCY) is the volume of soil in its natural, undisturbed state in the ground. This is what you measure when calculating the hole size. A trench that is 3 ft wide, 4 ft deep, and 80 ft long contains 35.6 BCY of soil that needs to be removed.

Loose cubic yards (LCY) is the volume after excavation. The soil expands because the mechanical action of digging breaks the compacted structure, introducing air voids between particles. LCY = BCY × swell factor. The 35.6 BCY of common earth becomes 44.4 LCY after digging — 25% more volume that needs hauling.

Compacted cubic yards (CCY) is the volume after soil is placed and compacted in a new location (fill). Compacted soil is denser than bank soil because the compaction equipment (roller, plate compactor) squeezes out more air than the natural overburden achieved. CCY = BCY × shrinkage factor (0.75-0.95 by material, fine-grained soils lower per WSDOT Table 10-1). If you need 100 CCY of fill, you must excavate 105-133 BCY of borrow material to account for both the compaction gain and the handling losses.

The practical implication: excavation contracts should specify which unit the price is based on. A price of $8 per cubic yard in bank measure produces a different total than $8 per cubic yard in loose measure for the same hole. Clarify the measurement basis before signing a contract. For post-excavation foundation work, the pier-footing sizer for posts handles concrete footing dimensions and volumes.

The right equipment for an excavation depends on the hole size, depth, access, and soil conditions. Matching equipment to the job keeps costs down and timelines on track.

Hand digging is economical only for holes under 2 cubic yards (about 54 cubic feet). A strong worker with a shovel moves 0.5-1.0 cubic yards per hour in loose soil. A fence post hole 12 inches in diameter and 36 inches deep is about 0.09 cubic yards — reasonable by hand with a post hole digger. The fence post depth tool sets the right depth for your soil and frost line. Twenty such holes (1.8 cu yd total) is a hard day's work. Anything beyond that justifies a machine.

Mini excavators (1-3 ton) handle residential trenches, shed foundation site prep, and small excavations. They fit through 36-inch gates, work in backyards, and dig to 8-10 feet deep. Rental cost: $250-$400 per day. A skilled operator moves 15-25 cubic yards per hour in common earth. A 36-cubic-yard foundation trench takes about 2 hours of digging plus loading time.

Standard excavators (8-20 ton) handle basement digs, pool excavations, and large earthwork. They need a clear access path for delivery (flatbed trailer, 10+ foot width) and a flat staging area. Rental with operator: $150-$250 per hour. A 20-ton excavator moves 50-100 cubic yards per hour, making it 3-5 times more productive than a mini excavator per hour of run time.

Dump trucks complete the hauling cycle. A standard tandem-axle dump truck carries 10-12 cubic yards of loose material. For short hauls (under 5 miles), one truck can cycle back fast enough to keep up with a mini excavator. For longer hauls or larger machines, two or three trucks maintain continuous production.

Trenching is among the most hazardous activities in construction. A cubic yard of soil weighs 2,000-3,000 lbs, and a trench collapse can bury and kill a worker in seconds. OSHA 29 CFR 1926 Subpart P sets strict requirements for trench safety.

Any trench deeper than 5 feet requires a protective system: sloping, benching, shoring, or a trench box. The only exception is trenches in stable rock. The choice of system depends on soil classification (Type A, B, or C, determined by a competent person on site) and the trench depth.

Type A soil (cohesive, unconfined compressive strength ≥1.5 tsf) — the firmest soil classification — allows vertical walls to 4 feet and 3/4:1 slopes to 20 feet. Type C soil (granular, loose, or submerged) requires 1.5:1 slopes (run = 1.5 × depth) or equivalent shoring. Most residential soil in practice is Type B or C, requiring slopes of at least 1:1.

Trench boxes (shields) allow vertical walls inside the box, reducing the excavation width. A typical aluminium trench box is 8 feet wide, 4-12 feet tall, and slides along the trench as work progresses. Rental: $100-$300 per day. The box does not prevent the trench from collapsing — it provides a safe zone inside the box where workers are protected if the walls cave in outside the shield.

Daily inspection by a competent person is required before workers enter any trench. The competent person (usually the site superintendent) checks for cracks in the walls, water seepage, undermining, and changes in soil conditions. After rain, the trench must be re-inspected because water weakens soil cohesion and dramatically increases collapse risk. Never enter a trench that has standing water, visible wall cracks, or overhanging banks unless proper shoring is in place.