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Guide · Spoke · Concrete slabs

How Much Gravel Do You Need Under a Concrete Slab?

By Marko Visic · BSc Physics, University of Ljubljana

The gravel under a concrete slab does more structural work than the concrete itself, and it's the layer most likely to be skimped on. Get it right and most slab problems never start; get it wrong and no amount of thickness or rebar will save the pour.

This guide covers how deep the gravel should be, why it has to be compacted in layers, which type of stone to use (and the one most people get wrong), and how much you'll need. Where the standards are settled, they're here with their source. Where the honest answer is “it depends on your soil” — or where the trade actually disagrees — this says so plainly. For the whole-slab reference, see the concrete slabs pillar guide.

Definitions

The three layers under a slab (most guides blur these)

It helps to name the layers, because “the gravel” is really two or three different things doing different jobs. From the bottom up:

The subgradeis the native soil itself (sometimes improved or replaced). It's the only mandatory layer — a slab isn't self-supporting, so the prepared soil beneath is what actually carries it. It must be compacted, cleared of organic material, and graded to within about an inch and a half of the target level.

SLAB-ON-GRADE · CROSS-SECTIONSLAB 4″COMPACTED GRAVEL — 4–6″, IN LIFTSSUBGRADE
The gravel base is the layer doing the structural work — compacted in thin lifts so it won't settle.

The subbase is the granular layer — your gravel — placed over the subgrade. On top of that, a thin base courseof finer material can be added to make a clean, flat surface to pour on. Most homeowners just say “the gravel base” for the whole thing, which is fine — but knowing the subgrade is a separate (and non-negotiable) layer is the difference between a slab that lasts and one that sinks.

Step 1

How deep should the gravel be?

The standard is 4 to 6 inches of compacted gravel over a compacted subgrade, and for most residential slabs — patios, sheds, garage floors — 4 inches is enough.

Here's the part that surprises people: going thicker buys you less than you'd think. Engineering guidance is explicit that increasing the subbase beyond about 4 inches gives only minor increases in support — the soil underneath is still doing most of the work. So depth past 4 inches isn't really about raw strength; it's about evening out a non-uniform subgrade, improving drainage, and bridging soft spots. Go thicker (and compact in 4-to-6-inch lifts) for heavy loads like trucks or RVs, or weak, wet soil— not as a reflexive “more is better” upgrade.
Size your base for your exact dimensions with the gravel calculator — it handles cubic yards, tons, and bags with the waste allowance built in.

Step 2

Why it has to be compacted in lifts

Compaction is the step DIYers skip, and skipping it is what cracks slabs. Spread the gravel and pour on top without compacting, and the loose material keeps settling under the slab's weight for years — producing the exact cracks and sinking the gravel was supposed to prevent.

COMPACT IN LIFTS · NOT ALL AT ONCE✓ IN 2–3″ LIFTSeach lift compacted✓ dense all the way downvs✗ DUMPED ALL AT ONCEcompactor reaches only ~3″✗ bottom stays loose → settles
Gravel must go in 2–3″ lifts, each compacted before the next — a plate compactor can't densify more than about 3 inches at once. Dump the full depth and the bottom stays loose, and the slab settles later.
4–6″
BASE DEPTH
Compacted, over subgrade
2–3″
PER LIFT
Compactor can't reach deeper
95%
TARGET DENSITY
Proctor; walk-test in DIY
+10–15%
ORDER EXTRA
Compaction + uneven subgrade

The technique is to work in lifts (layers): spread 2 to 3 inches, dampen it lightly, run a plate compactor (a vibratory compactor — rentable for roughly $75–100 a day) over it three or four times with overlapping passes, then add the next lift. Never try to compact more than about 3 inches at once — the machine can't densify the bottom of a deep pile, so it stays loose where it matters most.

To check it: walk across the finished surface. It should feel solid and leave no footprints. (Professional jobs verify 95% or more of maximum density with a Proctor-based test; the footprint test is the practical DIY version.) For areas under about 25–50 square feet a hand tamper works, but for anything larger, mechanical compaction is the only thing that reaches real density.

Step 3

Which gravel? (the part most people get wrong)

First rule: use angular crushed stone, not rounded or pea gravel. Angular pieces have sharp faces that interlock under compaction and resist shifting; rounded stone behaves like marbles — it rolls and migrates under load and never locks up. That single choice matters more than the brand or color of the rock.

Beyond that, there are two families of crushed stone that do opposite jobs, and the confusion between them is where slabs go wrong:

MaterialJobCompacts?Drains?
Crusher run / #411 (also crush-and-run, GAB, ABC)Structural baseYes — locks into a hard, low-void platformLimited — fines fill the voids
#57 / #67 stone (clean, washed, ~¾″, no fines)Drainage · capillary breakNo — settles where dumpedYes — water runs straight through
Two families of crushed stone doing opposite jobs. The trade genuinely disagrees on the single best base; many builds layer them — compacted crusher-run for strength, a thin clean-stone topping for drainage.

Dense-graded, for compaction — “crusher run” (also called crush-and-run, graded aggregate base/GAB, ABC, or #411). It's crushed stone plus stone dust and screenings. The fines fill the gaps between the stones, so when you compact it, it locks into a hard, low-void platform. This is your structural base.

Open-graded, for drainage — “#57” or “#67” stone (clean, washed, roughly ¾-inch, no fines). Water runs straight through it, which makes it an excellent capillary break(a layer that stops groundwater wicking up into the slab). But clean stone doesn't compact the way dense-grade does — it more or less settles where it's dumped — so as a thick standalone base under a slab it carries more settlement risk unless it's well contained.

The trade genuinely disagrees on the single “best” base for a slab. Some specs call for 4–6 inches of clean #57/#67 over compacted subgrade as the standard recipe; others argue a compactable crusher-run base resists settlement better under a slab, provided it's compacted in lifts. Many professional builds simply layer them— a thick compacted crusher-run base for strength, topped with a thin clean-stone layer for drainage. The right call depends on your soil, drainage, and load — and local supplier names vary (Class 5, GAB, ABC, and “¾-inch minus” all mean roughly dense-graded). When in doubt for a structural slab, a compacted dense-graded base is the safer default.

Step 4

Water: drainage, capillary break, and the vapor barrier

A good gravel base is also a water-management system. Its capillary break function stops moisture wicking up from the water table into the slab, and its porosity moves surface water away — which reduces freeze-thaw cracking compared with pouring concrete straight onto clay or topsoil.

Two practical points: grade the base to slope about 1–2% away from any structure so water drains rather than pools, and for an interior or conditioned slab, lay a poly vapor barrier on top of the gravel, directly under the slab, to block ground moisture from rising into the finished floor.

Step 5

Gravel over clay or soft soil

If your subgrade is clay, wet, or soft, the base needs help — otherwise the gravel slowly punches down into the mud and mixes with it, losing its structure.

Lay a geotextile fabric (a woven separation cloth) over the subgrade first; it keeps the soil and the rock from intermingling over time. For genuinely weak ground, bridge it with a lift of larger angular stone (#2, #3, or #4, around 3–6 inches) below your normal base to spread the load. And be honest about limits: highly expansive or organic “problem soils” are beyond a rule of thumb — that's a job for an engineer, not a web guide.

Step 6

Don't skip the base — what failure looks like

It's worth stating plainly, because it's the whole point of this guide: dumping gravel into the hole and pouring concrete on top guarantees failure. Uncompacted base keeps settling under the slab, and the result is cracks, sinking, and an uneven surface — no matter how good the concrete or how much rebar you used.

This is why site preparation runs an estimated 20–30% of a slab's cost and is the single biggest factor in how long it lasts. A properly built, compacted base is cheap insurance against the most expensive kind of failure; one industry estimate puts the longevity gain at roughly 30% over pouring on bare soil. Spend the effort here, not on extra concrete.

Sizing

How much gravel will you need?

For planning, a 4-inch base needs about 1.25 cubic yards per 100 square feet, and a 6-inch base about 1.85 cubic yards per 100 square feet. Order 10–15% extra to cover an uneven subgrade and the volume you lose to compaction.

~1.25 yd³
PER 100 SQ FT
4-inch base
~1.85 yd³
PER 100 SQ FT
6-inch base
+10–15%
WASTE ALLOWANCE
Compaction + uneven subgrade

For your actual project, the gravel calculator takes your dimensions and base depth and returns the exact amount — in cubic yards and tons — with the waste allowance built in.

Questions

Gravel-under-slab FAQ

How much gravel do I need under a concrete slab?
About 4 to 6 inches deep — roughly 1.25 cubic yards per 100 square feet at 4 inches, or 1.85 at 6 inches, plus 10–15% extra for compaction and an uneven base. The gravel calculator gives the exact amount for your dimensions.
Crusher run or #57 stone under a slab?
Crusher run (dense-graded, with stone dust) compacts into a hard structural base; #57 stone (clean, washed) drains freely and makes a good capillary break but doesn’t compact the same way. For a structural slab, a compacted dense-graded base is the safer default — and many builds layer both.
Do I have to compact the gravel?
Yes — uncompacted gravel keeps settling under the slab and causes the cracking it was meant to prevent. Compact it in 2-to-3-inch lifts, dampened, with a plate compactor; the surface should leave no footprints when done.
Can I use pea gravel under a slab?
No — rounded stone like pea gravel rolls and shifts under load instead of locking together. Use angular crushed stone so the base interlocks and stays put.
How deep should the gravel base be?
Four to six inches over compacted subgrade, with 4 inches enough for most residential slabs. Going thicker adds little support — it mainly helps with drainage, uneven soil, or heavy loads.
Do I need gravel under a slab on clay?
Yes, and lay a geotextile fabric over the clay first so the stone and soil don’t mix; very soft ground may need a bridging lift of larger stone underneath. Expansive clay is a case for an engineer.
Does the gravel base need a vapor barrier?
For interior or conditioned slabs, yes — a poly vapor barrier goes on top of the gravel, directly under the slab, to stop ground moisture rising into the floor. Exterior slabs like patios usually don’t require one.

Receipts

Sources & methodology

Pinned sources

  • State construction standards (DATCP, aligned with ACI/PCA)Subgrade / subbase / base course definitions and depth · standard
    4–6″ compacted gravel sub-base over a compacted subgrade. Subbase increases beyond ~4″ produce only minor gains in support — soil underneath does most of the load-carrying.
  • slabcalc · hellogravel · craftingwithconcrete · MudMixerCompaction technique and quantities · 2026
    2–3″ lifts, dampened, plate (vibratory) compactor for jobs >25–50 sq ft. 95% Proctor density target; walk-test (no footprints) is the practical DIY check. Quantities: ~1.25 yd³ / 100 sq ft @ 4″; ~1.85 yd³ / 100 sq ft @ 6″; +10–15% for compaction loss and uneven subgrade.
  • kompletamerica · GCS · dirtroadrepairsMaterial gradation: dense-graded vs open-graded · 2026
    Crusher run / #411 (graded aggregate base / GAB / ABC) compacts; #57 / #67 (clean, washed, no fines) drains. The trade-off is honestly debated; many specs layer both. Local supplier names vary (Class 5, GAB, ABC, "¾-inch minus" all roughly dense-graded).
  • GreenBuildingAdvisor · Concrete Network · dirtconnectionsWater management — capillary break, slope, vapor barrier, geotextile · 2026
    Grade base 1–2% away from structures. Poly vapor barrier above the gravel, directly under interior slabs. Geotextile fabric on clay subgrades. Industry estimates: site prep is 20–30% of slab cost; properly compacted base ≈ 30% longevity gain (one industry estimate). Rental plate compactor typically $75–100/day. Problem soils (expansive, organic) warrant an engineer.

Depths, lift thicknesses, and material roles are well-corroborated standards, given as ranges. The “best single base material” is genuinely debated in the trade, so this guide presents the trade-off rather than a false rule. The ~30% longevity gain and the rental cost are typical industry figures, labeled as such. Quantities are computed; the gravel calculator is the source for your number. Exact requirements vary by jurisdiction and supplier naming; local building code governs, and problem soils warrant an engineer. For the shared publish-our-receipts standard, see the methodology page.

Spot a figure that looks wrong? Email info@constructioncalc.org — we'll trace it to source or fix it.
Marko Visic — founder, ConstructionCalc

About the author

Marko Visic

I'm Marko Visic, a physics graduate (University of Ljubljana) who builds the technical tools I needed myself. ConstructionCalc started when my wife and I bought a house and planned a full renovation — new driveway, a patio, knock out this wall, build that one. Trying to budget the concrete, materials, and labour, I ended up building calculators in Excel just to know what we'd really pay. It struck me that anyone doing their own construction needs the same thing — so I rebuilt those calculators here, properly. The goal is simple: help you DIY it, or at least walk into a contractor's quote already knowing the numbers, so nobody can take advantage of you.

Every figure on this site is computed from a named source or left out — no made-up averages.

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