CalculatorAsphalt

Pavement Calculator

Multi-layer pavement takeoff: surface course, binder course and aggregate base tonnage in one pass.

Quick answer: Flexible pavement is built in layers: 1.5–2 in surface course and 3–4 in binder course of hot mix (145 lb/ft³) over 6–10 in of aggregate base (105 lb/ft³). Each layer is calculated and ordered separately.

How to use this calculator

  1. Enter Area in sq ft.
  2. Enter Surface course in in.
  3. Enter Binder course in in.
  4. Enter Aggregate base in in.
  5. Press Calculate. The highlighted row is your order quantity; the note beneath it translates the number into real-world terms.

Formula & constants

Flexible pavement is built in layers: 1.5–2 in surface course and 3–4 in binder course of hot mix (145 lb/ft³) over 6–10 in of aggregate base (105 lb/ft³). Each layer is calculated and ordered separately. Every default in the fields above is editable — when your supplier’s spec sheet lists a different density, coverage rate or price, enter that number instead. The waste and compaction allowances follow common trade practice; see our methodology page for the derivation of each formula and the standards it references.

Worked example. With area = 10 sq ft, surface course = 2 in, binder course = 4 in, aggregate base = 8 in, the calculator returns:
Surface course0.1 tons
Binder course0.3 tons
Aggregate base0.4 tons
Total material0.8 tons

Where this fits in the project

Paving is sequential: the site is excavated to design depth, a gravel base course is placed and compacted, hot mix is laid and rolled, and the cured surface is protected with sealcoat every 2–3 years. Run this calculator after base quantities are settled so the lift thickness sits on a stable, drained foundation.

How this connects to your project

No quantity stands alone — each material in the chain depends on the ones around it. These are the planning steps that pair with the pavement calculator:

Frequently asked questions

Why separate binder and surface courses?

The binder course carries structural load with larger aggregate; the surface course provides a dense, smooth wearing layer.

How thick should each pavement layer be?

Typical: 1.5–2 in surface, 3–4 in binder, 6–10 in base. Heavy truck traffic requires thicker sections per DOT design tables.

Last verified: — prices reflect current national averages. See our methodology.

Estimates are for planning. Material densities, coverage rates and prices vary by region and supplier — confirm final quantities before ordering, and check local code where structural or electrical work is involved.