Earthwork and Paving (C-12) · Lesson 1 of 6

Hot Mix Asphalt Tonnage and the Spread-Rate Check

"Hot Mix Asphalt Tonnage and the Spread-Rate Check" is lesson 1 of 6 in the Earthwork and Paving (C-12) Learning Hub. It opens with "HMA Is Bought and Paid for by the Ton" and works through 6 short steps, then a worked example you can check yourself against.

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Steps in this lesson

  1. HMA Is Bought and Paid for by the Ton
  2. Know the Unit Weight - and Label Your Assumption
  3. The Tonnage Formula
  4. The Spread-Rate Check: Pounds per Linear Foot
  5. Act on the Difference While the Mat Is Hot
  6. Thickness and Density Limits the Spec Prints

The worked example in the course applies this lesson to a realistic job in 7 steps, from "Convert thickness to feet" through "Cost of the error".

What you'll be able to do

  • Explain the main idea of "Hot Mix Asphalt Tonnage and the Spread-Rate Check" in plain language you can use on the exam.
  • Apply this step with confidence: "The Tonnage Formula".
  • Apply this step with confidence: "The Spread-Rate Check: Pounds per Linear Foot".
  • Apply this step with confidence: "Act on the Difference While the Mat Is Hot".
  • Apply this step with confidence: "Thickness and Density Limits the Spec Prints".
  • Test yourself on the worked example and the quick-check quiz inside the classroom.
Asphalt Tonnage and the Spread-Rate CheckPLAN VIEW (not to scale)1,200 ft longLANE 1 - 12 ftLANE 2 - 12 ft24 ft wide x 1,200 ft = 28,800 sq ftCROSS-SECTIONClass 2 aggregate base3 in HMA = 0.25 ft150 lb/cu ft compacted mix (example value)TONNAGE = AREA x THICKNESS x WEIGHTVolume = 28,800 x 0.25 ft = 7,200 cu ftWeight = 7,200 x 150 = 1,080,000 lbTons = 1,080,000 / 2,000 = 540 tonsSPREAD-RATE CHECK (12-ft lane)150 x 0.25 = 37.5 lb/sq ft37.5 x 12 ft = 450 lb per linear ft6 trucks = 120 tons should cover:240,000 / 450 = 533 ftCrew actually paved 480 ft:240,000 / (480 x 12) = 41.7 lb/sq ft41.7 / 150 = 0.278 ft = 3.33 in laid vs 3.00 in plannedMat is 11% heavy: 540 tons planned becomes 600 tons (60 tons over)Reset the screed to 3.00 in now - HMA is paid by weighed tonsSource: 2025 Caltrans Std. Specs 39-2.01D (paid by mixture weight), 9-1.07A (weighmaster certificate)CC
The diagram for this lesson, exactly as it appears in the Learning Hub.

The first steps of this lesson

Step 1: HMA Is Bought and Paid for by the Ton

The plans give you an area and a thickness, but the asphalt plant sells by the ton and the owner pays by the ton. On Caltrans work the payment quantity for hot mix asphalt (HMA) is measured on the combined mixture weight (2025 Caltrans Standard Specifications section 39-2.01D), the contractor submits a public weighmaster certificate for HMA (section 9-1.07A), and every scale must be run by a licensed weighmaster (section 9-1.02B). The weighed tickets, not the plan area, decide the tons. That means a mat that is a little too thick is not just a quality quirk - every extra tenth of an inch is more tons placed.

Step 2: Know the Unit Weight - and Label Your Assumption

To turn a volume into weight you need the in-place weight of the compacted mix per cubic foot. The Standard Specifications do not hand you that figure; it comes from the mix design and the plant tickets for the job. This lesson uses 150 pounds per cubic foot as a labeled example value only. A shortcut falls out of the same number: one square yard, one inch thick is 9 sq ft x (1/12) ft = 0.75 cu ft, and 0.75 x 150 = 112.5 lb. Change the unit weight and the shortcut changes with it, so never carry a remembered shortcut from one mix to another.

The remaining 4 steps, the worked example and the quiz are in the course. This is a preview. The full lesson, with the step-by-step explanations, a worked example and a quick-check quiz, is inside the classroom.

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