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Takeoff Guides

Asphalt Paving Takeoff Guide

Short answer

An asphalt takeoff measures paved area in square yards per lift — surface, binder, base — then converts to tons using each lift’s thickness and mix density; milling is measured separately in square yards of pavement removed.

Pavement is priced by the ton but drawn by the square yard and the inch — the conversion through thickness and density is where takeoff math lives. Each lift in the pavement section is its own quantity.

The typical section drives everything: lift thicknesses, widths, and the edges where pavement meets curb, shoulder, or existing road.

What to measure

  • Paved area per pavement section — new, widen, resurface separately.
  • Each lift separately — surface, binder, structural courses.
  • Milling area and depth on resurfacing work.
  • Turnouts, driveways, and side-street tie-ins.
  • Base and subgrade areas where the section calls for them.
  • Shoulder pavement at its own section.
Asphalt paving takeoff units
ItemUnitHow measured
Asphalt surface / binder courseSY, then TNArea × thickness × mix density
Base course (limerock, crushed agg)SY or CYPlan area, or volume by thickness
Milling / resurfacing removalSYArea of pavement milled, by depth
Tack and prime coatSY or GALArea covered
Curb, gutter, sidewalksLF / SFFrom the typical section per run
Striping and markersLF / EAPer signing and marking plans

SY to tons

The conversion is volume times density: square yards × inches ÷ 36 gives cubic yards; times mix unit weight gives tons. Use the density your mix supplier or the governing spec assumes — a wrong density assumption scales the entire material cost.

Multiple sections, multiple scales

A corridor takeoff spans plan sheets at one scale and typical sections at another, plus details at a third. Calibrate each sheet before measuring — the paving plan, the typicals, and the tie-in details each stand alone.

Common mistakes

  • Pricing tonnage off the total SY without per-lift thickness.
  • Missing the second lift — structural course under the friction course.
  • Forgetting tapers, flares, and side-street returns.
  • Milling measured but the variable-depth wedge forgotten.

References

  • FDOT Standard Specifications
  • FDOT Design Manual (FDM)
  • Project typical sections

Related questions

SY × thickness (in) ÷ 36 = CY; CY × unit weight (tons/CY) = tons. Check the mix density assumption before trusting the result.

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