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Recycled Asphalt and Millings — Coverage, Compaction and When Millings Work

Millings and recycled asphalt: how coverage and compaction change, what to confirm with the supplier, and the jobs millings should not be given.

14 min readUpdated October 2026Asphalt Calculator

Millings are old pavement ground up and laid again. The tonnage arithmetic is the same as hot mix, but the density, the compaction, and the jobs the material suits are all different — and the estimate must know the difference.

Key takeaways
  • Millings are cold, loose, reclaimed pavement — not hot mix in another form.
  • Coverage follows the supplier’s density, never the 145 lb/ft³ hot-mix standard, unless confirmed.
  • Millings suit driveways, lanes, and bases. Bound surfaces, steep slopes, and high-specification jobs need hot mix.

What millings are, and what they are not

Millings are reclaimed asphalt pavement: the surface of an old road or driveway, ground off by a milling machine, crushed, and screened into a loose material that can be laid and compacted again. The name comes from the machine, and the material is sometimes called RAP, for reclaimed asphalt pavement, in specifications and quotes. What millings are not is hot mix asphalt in another form. Hot mix is aggregate and bitumen heated, mixed, laid hot, and compacted into a bound mat in one continuous operation. Millings are cold, loose, and already aged: the bitumen in them has hardened through years of service, the aggregate is whatever the old pavement contained, and the material as delivered has no heat, no fresh binder, and no guarantee of gradation unless the supplier has screened and tested it. That difference decides everything that follows — coverage, compaction, cost, and the jobs the material can and cannot do.

The other name in this family is recycled asphalt, which is a broader term. Recycled asphalt can mean millings used as they are, millings blended with fresh aggregate, or millings reheated and remixed with fresh bitumen at a plant to make a new hot mix containing a percentage of reclaimed material. A quote that says “recycled asphalt” without saying which of these it means has not specified a material at all. Ask the question directly: is this cold millings laid as delivered, millings blended with fresh stone, or plant-mixed hot mix containing reclaimed material. The three have different densities, different compaction behaviour, different surfaces, and different prices, and an estimate built on one while the supplier delivers another is wrong in every number that matters.

The tonnage math does not change. The density does

Coverage arithmetic is indifferent to the material. Tons equal area times compacted thickness times density, divided by 2,000, exactly as for hot mix, and the coverage per ton at any thickness follows from the density alone. The Asphalt Calculator on this site works the hot-mix version of that formula at the standard planning density of 145 lb/ft³, and the worked driveway in its guide — 20 feet by 12 feet at 3 inches — runs 240 square feet times 3 inches divided by 12, which is 60 cubic feet, times 145 lb/ft³, which is 8,700 lb, or 4.35 tons before allowance. Run the same driveway in millings and the volume is identical: 60 cubic feet. The weight is not, because the density of the milled material is not automatically 145 lb/ft³.

Millings density varies with the source pavement, the screening, the moisture content, and how the material is compacted in place. A supplier who sells millings by the ton knows the density of the material in the pile, and that figure — not the hot-mix standard — is the one the formula needs. Using 145 lb/ft³ for millings without asking is a guess dressed as a calculation, and on a large order the guess costs real money in either direction: too light a density under-orders and leaves the job short, too heavy a density over-orders and leaves a pile with nowhere to go. The rule is the same as for every material on this site: the calculator’s density is a planning value, the supplier’s density is the order value, and the two must be reconciled before money changes hands.

Compacted thicknessCoverage per US ton at 145 lb/ft³Tons per 1,000 sq ft
1 inch165 sq ft6.04
1.5 inches110 sq ft9.06
2 inches83 sq ft12.08
2.5 inches66 sq ft15.10
3 inches55 sq ft18.18
4 inches41 sq ft24.39

The table is the hot-mix coverage table from the Asphalt Calculator guide, and it is included here for one reason: it shows the shape of the relationship, not the millings figures. Coverage per ton halves as thickness doubles, whatever the density, because the volume per ton is fixed and the thickness divides it. For millings, recompute the table with the supplier’s density — coverage per ton at a given thickness scales inversely with density — and order from the recomputed table. A table borrowed from another material is the single most common source of short orders in this trade, and millings are where it happens most, because the material looks enough like hot mix to invite the borrowing.

Compaction: where millings behave differently

Compaction is the process of squeezing air out of a laid layer so the stones lock and the surface holds. Hot mix compacts while it is hot and workable, under steel rollers, in a window of minutes before it cools. Millings compact cold, and they compact differently: the aged bitumen in them does not flow and rebind the way fresh hot bitumen does, so the locking depends more on the gradation — the mix of stone sizes — and on moisture and rolling effort. Well-graded millings with fines compact into a firm, serviceable surface. Poorly graded millings, heavy in one size and light in fines, stay loose no matter how much they are rolled, and ravel under tyres.

Three compaction practices matter more for millings than for hot mix. First, lay in lifts the material can actually compact: a single deep lift of millings compacts at the top and stays loose underneath, so thick layers are built in successive thinner lifts, each compacted before the next goes down. Second, moisture matters: slightly damp millings compact better than bone-dry ones, because the fines bind and the stones slide into place, but saturated millings pump and rut under the roller. Third, the surface needs a binding decision. Unbound millings will always shed some stone under turning tyres; a surface treatment, a fog seal, or blending with fresh binder changes that behaviour, at a cost. None of this is a reason to avoid millings. It is the reason a millings job specified as “spread and roll” without lift thickness, moisture, and surface treatment specified is a specification with the hard parts missing.

When millings work, and when they do not

Millings work where a firm, free-draining, inexpensive surface is wanted and a smooth, sealed, high-specification finish is not. Driveways with light traffic, farm lanes, parking areas, paths, and base layers under a future hot-mix surface are the classic uses: the material compacts into a serviceable surface, it drains, it is forgiving of minor base movement, and it reuses material that would otherwise be waste. As a base layer, millings are particularly strong, because the base is covered and its surface finish does not matter, while its compaction and drainage do.

Millings do not work where the surface itself is the specification. A public road carrying heavy traffic, a surface that must be smooth for drainage falls or for accessibility, a steep slope where loose stone migrates downhill, or any job whose specification names a hot-mix design, gradation, and binder content — these need hot mix, or plant-mixed recycled hot mix made to a specification, not cold millings laid as delivered. The distinction is not snobbery; it is mechanics. A surface that must not ravel, must not rut, and must shed water at a designed fall needs a bound mat, and cold millings without fresh binder cannot promise one. When a supplier proposes millings for such a job, the question to ask is not the price but the specification: what gradation, what binder, what compaction, and what surface treatment — and whether any of it is written down.

Cost, ordering, and the questions to ask

Millings are often cheaper per ton than hot mix, and the saving is real where the material suits the job — but the saving is not the whole comparison. Delivery dominates small loads: a small millings order can cost more delivered than a larger hot-mix order, because the truck, the loader, and the time cost the same whatever the material. Spreading and compaction labour is comparable, and sometimes higher for millings, because of the lift discipline the compaction section describes. And the surface treatment that makes a millings surface durable is an extra cost that a hot-mix price already includes. Compare delivered, laid, compacted, and treated costs for the same job, or the comparison is between a material price and a finished price, which is not a comparison at all.

Before ordering, ask five questions and get the answers in writing. What is the source of the millings, and has the material been screened. What is the density, in lb/ft³ or kg/m³, of the material as delivered. What lift thickness and compaction method does the supplier recommend. What surface treatment, if any, is included, and what finish should be expected. And what the tonnage is at the supplier’s density for the measured area and thickness — recomputed, not borrowed from a hot-mix table. The Asphalt Calculator guide works its cost example at an explicitly illustrative $110 per ton for hot mix, labelled as a placeholder, not a price claim; millings have no equivalent placeholder, because their price depends on source, screening, haul distance, and treatment, all of which are local. Any page quoting a universal millings price is decorating, not estimating.

Mistakes that waste a millings order

The mistakes repeat, and all of them are density or specification mistakes. Ordering millings at hot-mix density and coming up short, or over-ordering and paying to move the surplus. Laying one deep lift instead of successive lifts and wondering why the surface never firms up. Using millings as drainage stone in a trench, where the fines in the millings clog and the drainage fails — drainage wants washed, open-graded stone, not milled pavement. Expecting a millings surface to look and feel like new hot mix, and judging a sound job a failure because it sheds a little stone in the first weeks. And the most expensive mistake: specifying millings where the job needs a bound surface, then paying twice — once for the millings, once for the hot mix that replaces them. Millings are an excellent material inside their envelope. The envelope is the whole subject of this guide, and staying inside it is what makes the saving real.

Frequently asked questions

What are asphalt millings?

Millings are reclaimed asphalt pavement: the surface of an old road or driveway, ground off by a milling machine, crushed, and screened. They are cold, loose material with aged bitumen and the aggregate of the old pavement. They are not hot mix asphalt in another form, and their density, compaction behaviour, and surface finish all differ from hot mix.

How much do asphalt millings weigh per cubic yard?

It depends on the source pavement, screening, moisture, and compaction. Millings density is not automatically the standard hot-mix figure of 145 lb/ft³, and it must be confirmed with the supplier for the material as delivered. At 145 lb/ft³, a cubic yard weighs 3,915 lb, or 1.96 US tons, but that figure describes hot mix, not millings. Order millings tonnage at the supplier’s density.

Can you use millings for a driveway?

Yes, for a light-traffic driveway where a firm, free-draining surface is wanted and a smooth sealed finish is not required. Lay in successive thinner lifts, compact each lift, keep the material slightly damp rather than dry or saturated, and decide on a surface treatment for the finished surface. Millings are a poor choice where the surface must be smooth, must shed water at a designed fall, or must carry heavy traffic.

Do millings need to be compacted?

Yes, and compaction is where millings differ most from hot mix. Hot mix compacts while hot, under rollers, in minutes. Millings compact cold, and the locking depends on gradation, moisture, and rolling effort. Poorly graded millings stay loose no matter how much they are rolled. Thick layers must be built in successive lifts, each compacted before the next is laid.

Are millings cheaper than new asphalt?

Often cheaper per ton, but the comparison must be delivered, laid, compacted, and treated costs for the same job. Delivery dominates small loads, spreading and compaction labour can be higher for millings, and a surface treatment that makes the surface durable is an extra cost that a hot-mix price already includes. Compare finished costs, not material prices.

Can millings be used as a base under new asphalt?

Yes, and it is one of their strongest uses. As a base layer the surface finish does not matter, while compaction and drainage do, and millings compact into a firm, free-draining base. Confirm the compacted density and the lift discipline with the supplier, and make sure the base is properly compacted before the hot mix goes over it.

Try it on the calculator

Enter your area and thickness, set the density your supplier gives you, and read the tonnage to order.

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