Asphalt calculator.

Tons by zone, by course and by the load.

LANDSCAPING / 001Zones · courses · unit weight · loads

A driveway is rarely one rectangle, and the tools that rank for this search disagree on what a cubic foot of asphalt weighs without telling you. This calculator adds up a run, a pad, a flared apron and a turnaround, splits the tonnage between base and surface courses, shows the unit weight with its source, and rounds the order to the loads your plant delivers.

01 / Zones & courses
Main runMain run
in
in
Parking pad
in
in
Flared apron
in
in
in
Turnaround
in

The four zones are an exercise: a 12 by 60 foot run, a 20 by 20 foot pad, an apron flaring from 12 to 24 feet and a half-round turnaround. Type feet and inches as 12' 6" or inches alone.

Base course
in
mm
Surface courseSurface course
in
mm

Thicknesses and aggregate sizes are placeholders, not recommendations. Take them from your contractor’s proposal or the mix ticket.

Unit weight of the mix
lb/cu ft

The starting value is the one the Asphalt Institute tells estimators to use. A mix ticket or a plant quote overrides it.

Roller, allowance, loads and quote
%
tons
USD

No allowance, load size or price is suggested: the page found no normative source for any of them.

0302 / Tonnage

40.8
tons of hot mix, compacted in place
Paved area
1,653.4 sq ft · 183.7 sq yd
Compacted volume
551.1 cu ft · 20.4 cu yd
Unit weight in use
148 lb/cu ft · 111 lb/sq yd·in · 2.00 tons/cu yd
Base course
25.5 tons
Surface course
15.3 tons
With allowance
40.8 tons
Loads
No load size entered
Delivered
40.8 tons
Surplus from load rounding
None; no load rounding
Material at your quote
No quote entered
Spread across published unit weights
2.2 tons

Tons are short tons of 2,000 pounds. The spread is the gap between the lightest and heaviest published unit weight on this job.

0203 / Zones to scale

TO SCALE
Main run · 720.0 sq ftParking pad · 400.0 sq ftFlared apron · 180.0 sq ftTurnaround · 353.4 sq ft
4 zones at one scale, side by side in the order entered: the drawing carries size, not position on the lot. Total 1,653.4 sq ft · 183.7 sq yd.

Tons zone by zone

Each zone’s area and its share of every course
ZoneShapeAreaBase courseSurface courseZone total
Main runRectangle, 144″ × 720″720.0 sq ft11.1 tons6.7 tons17.8 tons
Parking padRectangle, 240″ × 240″400.0 sq ft6.2 tons3.7 tons9.9 tons
Flared apronTrapezoid, 144″ to 288″ over 120″180.0 sq ft2.8 tons1.7 tons4.4 tons
TurnaroundHalf circle, radius 180″353.4 sq ft5.4 tons3.3 tons8.7 tons

Courses and lift check

Lift bounds as published by the Asphalt Institute; the aggregate size is yours
CourseCompactedLiftsMinimum lift for the aggregateTonsCoverage per tonFinding
Base course2 1/2″1 × 2 1/2″2 1/4″ for 19 mm25.564.9 sq ftInside both published bounds
Surface course1 1/2″1 × 1 1/2″1 1/8″ for 9.5 mm15.3108.1 sq ftInside both published bounds

A course too thick for the roller is split into equal lifts; the tonnage does not change. A lift too thin for its aggregate is flagged, not corrected.

The same job at four published unit weights

Read on 2026-09-18; each figure belongs to its publisher
Sourcelb/cu ftStated on the pageTons for this jobAgainst your value
Asphalt Institute, low end of the in-place range142.0yes39.1-1.7
Missouri Asphalt Pavement Association calculator, 110 lb per sq yd per inch146.7yes40.4-0.4
Asphalt Institute, the value it tells estimators to use148.0yes40.80.0
Reeves Construction calculator, value read in its script150.0read in its script41.3+0.6

What one ton covers

At the unit weight in use
Compacted thicknessSquare feet per tonSquare yards per ton
1″162.2 sq ft18.0 sq yd
1 1/2″108.1 sq ft12.0 sq yd
2″81.1 sq ft9.0 sq yd
2 1/2″64.9 sq ft7.2 sq yd
3″54.1 sq ft6.0 sq yd
4″40.5 sq ft4.5 sq yd

Forty tons, and where each of them goes

The example driveway has four zones. The run is 12 by 60 feet, 720 square feet. The pad is 20 by 20, 400. The apron widens from 12 feet at the driveway to 24 at the street over 10 feet, a trapezoid of 180. The turnaround is half a circle of 15-foot radius, 353.4. Together: 1,653.4 square feet, 183.7 square yards, a shape no single length-times-width box can hold.

Two courses go down: 2½ inches of base and 1½ of surface, 4 inches compacted, 551.1 cubic feet. At 148 pounds per cubic foot that is 81,569 pounds, 40.8 tons: 25.5 in the base course and 15.3 in the surface. By zone, the run takes 17.8 tons, the pad 9.9, the apron 4.4 and the turnaround 8.7.

The unit weight is a choice, so it is shown

Of the tools read for this page, one contractor’s calculator multiplies by 150 pounds per cubic foot inside its script and never says so; another publishes no figure at all. The Missouri Asphalt Pavement Association states 110 pounds per square yard per inch. The Asphalt Institute gives 142 to 148 and says to use 148. On the example those values give 39.1, 40.4, 40.8 and 41.3 tons, a 2.2-ton spread. With the mix’s Rice value the page derives the unit weight as the Institute does: 2.500 times 62.4 is 156.0 at zero voids, and 95 percent compaction makes 148.2.

Lifts follow the stone in the mix

The example base course uses a 19 mm mix. Three times 19 mm is 2¼ inches, so a 2½-inch lift passes and a 2-inch lift would be flagged. The 9.5 mm surface mix needs 1⅛ inches and gets 1½. A single 4-inch course under a static steel-wheeled roller is split into two 2-inch lifts, 3 inches being the most that roller compacts properly; under a vibratory roller it stays one lift.

Ordering by the load

Nothing is added unless you ask. With a 5 percent allowance the example becomes 42.8 tons; delivered 10 tons at a time that is 5 loads, 50 tons, and 7.2 tons of surplus reported apart from the allowance. A quote per ton prices the delivered tons. Rounding rules are on how we calculate.

Questions asked about asphalt tonnage

How do I calculate how much asphalt I need?

Multiply the paved area by the compacted thickness to get a volume, multiply that by the in-place unit weight of the mix, and divide by 2,000 pounds per ton. The Asphalt Institute works it through for 10 by 25 feet at 4 inches: 83.3 cubic feet at 148 pounds per cubic foot is 12,328 pounds, 6.1 tons. This page does the same for each zone and each course.

How much does 1 ton of asphalt cover 2 inches thick?

About 81 square feet, or 9 square yards, at 148 pounds per cubic foot. At 142 it covers 84.5 square feet and at 150 it covers 80. The answer moves with the unit weight, which is why the coverage table on this page is recomputed from the value you enter rather than printed once.

How many square feet does 1 ton of asphalt do?

It depends on the compacted thickness. At 148 pounds per cubic foot one ton covers 162 square feet at 1 inch, 108 at 1½ inches, 81 at 2 inches, 54 at 3 inches and 40.5 at 4 inches. Halving the thickness doubles the coverage; nothing else changes it except the unit weight of the mix.

How many tons is 1 yd of asphalt?

A cubic yard of compacted mix at 148 pounds per cubic foot weighs 3,996 pounds, almost exactly 2 tons. At 142 it is 1.92 tons and at 150 it is 2.03. The ledger shows tons per cubic yard for the unit weight in use, so a volume quote and a weight quote can be compared.

How much does 1 yard of asphalt hot mix weigh?

In place, between 3,834 and 3,996 pounds per cubic yard across the 142 to 148 range the Asphalt Institute gives. By the square yard, one inch thick, that is 106.5 to 111 pounds, which is where the 110 pounds per square yard per inch used by the Missouri Asphalt Pavement Association sits.

What is the typical unit weight of asphalt?

The Asphalt Institute states 142 to 148 pounds per cubic foot in place and tells estimators to use 148. A state association calculator assumes 110 pounds per square yard per inch, which is 146.7. For a specific mix, multiply its Rice value by 62.4 and by the specified compaction: 2.500 at 95 percent gives 148.2.

How much would a 20x20 asphalt driveway cost?

This page publishes no price. A 20 by 20 foot pad is 400 square feet; at 2 inches and 148 pounds per cubic foot it takes 4.93 tons. Enter the price per ton your plant or contractor quotes and the ledger multiplies it. A paving bid also covers grading, base stone, labor and mobilization, which tonnage does not measure.

How much would a 100 ft asphalt driveway cost?

Length alone does not set it. One hundred feet at 10 feet wide and 3 inches compacted is 1,000 square feet and 18.5 tons at 148 pounds per cubic foot; at 12 feet wide it is 22.2 tons. Enter your own width, thickness and quote per ton. No regional price is assumed here.

How much does it cost to pave a 2000 sq ft driveway?

At 3 inches compacted, 2,000 square feet needs 37 tons at 148 pounds per cubic foot, and 24.7 tons at 2 inches. The cost line is that tonnage, rounded to loads if you enter a load size, times your quote per ton. The page does not estimate labor, base work or a contractor’s margin.

How to calculate the cost of an asphalt driveway?

For the material: tons delivered times the price per ton. Delivered tons are the computed tons plus any allowance you add, rounded up to whole loads when a load size is entered; the surplus that rounding creates is shown on its own line. Everything that is not hot mix has to come from the contractor’s bid.

How many tons of asphalt can a dump truck haul?

No standard figure was found in a normative source, so none is preset: it depends on the truck and its legal load, and the plant will tell you. Enter that load size and the order rounds up. In the example, 42.8 tons in 10-ton loads is 5 loads, 50 tons delivered and 7.2 tons of surplus.

Is 2 inches of asphalt enough for a driveway?

Total thickness is a pavement design question that depends on the soil, the base and the traffic, and this page recommends none. What it does check is the lift against the mix: the Asphalt Institute asks for at least three times the nominal maximum aggregate size, so a 2-inch lift suits a 12.5 mm mix, while a 19 mm mix needs 2¼ inches.

How thick should compacted asphalt be?

Per lift, the Asphalt Institute gives two bounds: at least three times the nominal maximum aggregate size, and no more than 3 inches when a static steel-wheeled roller does the compaction; with pneumatic or vibratory rollers lifts are generally limited to 6 or 8 inches. The page flags a course outside those bounds and splits one that is too thick.

What this tonnage does not settle

  • No pavement design. Total thickness, base stone, drainage and subgrade preparation are outside the model, and no thickness is recommended.
  • Zones are rectangles, one trapezoid and a full, half or quarter circle. They are drawn in sequence on one axis; overlaps between zones are not detected, so measure them as separate, non-overlapping areas.
  • Compacted quantities only. The loose depth behind the paver, the loose-to-compacted ratio and yield on the day belong to the crew.
  • The unit weight is one number for the whole job. Two mixes with different unit weights need two runs.
  • Hot mix asphalt only: no aggregate base tonnage, millings, cold patch, sealcoat or tack coat.
  • No prices, no load sizes and no allowance are preset. The cost line multiplies your quote by the delivered tons.