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.
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.
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.
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:
| Material | Job | Compacts? | Drains? |
|---|---|---|---|
| Crusher run / #411 (also crush-and-run, GAB, ABC) | Structural base | Yes — locks into a hard, low-void platform | Limited — fines fill the voids |
| #57 / #67 stone (clean, washed, ~¾″, no fines) | Drainage · capillary break | No — settles where dumped | Yes — water runs straight through |
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.
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.
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.
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.
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.
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?
Crusher run or #57 stone under a slab?
Do I have to compact the gravel?
Can I use pea gravel under a slab?
How deep should the gravel base be?
Do I need gravel under a slab on clay?
Does the gravel base need a vapor barrier?
Receipts
Sources & methodology
Pinned sources
- State construction standards (DATCP, aligned with ACI/PCA) — Subgrade / subbase / base course definitions and depth · standard4–6″ 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 · MudMixer — Compaction technique and quantities · 20262–3″ 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 · dirtroadrepairs — Material gradation: dense-graded vs open-graded · 2026Crusher 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 · dirtconnections — Water management — capillary break, slope, vapor barrier, geotextile · 2026Grade 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.

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.