How to Master the Virtual Thickness of Asphalt Concrete Paving When paving asphalt concrete, one of the most critical factors is controlling the thickness of the material, often referred to as the "loosening coefficient." If this factor isn't properly managed, the compacted layer may end up too thin, which can compromise the quality of the project and lead to increased costs or delays in the schedule. The loosening coefficient varies depending on the type of asphalt mixture, the construction equipment used, and the specific techniques applied. While experienced workers can rely on their judgment, it's also common to refer to standard values based on past practices. Below is a table that outlines typical loosening coefficients for different types of asphalt mixtures and paving methods.

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Loosening Coefficients for Asphalt Mixtures

Mix Type

Mechanical Paving

Artificial Paving

Asphalt Concrete Mixture

1.15~1.35

1.25~1.45

Asphalt Gravel Mix

1.15~1.30

1.20~1.40

II. How to Control the Temperature of Asphalt Concrete During Operation Hot mix asphalt (HMA) is produced by heating aggregates and mixing them with asphalt. This process requires strict temperature control during transportation, paving, and compaction. If the temperature is too high or too low at any stage, it can negatively impact the final quality of the pavement and even result in costly rework. The operating temperature also depends on the type of asphalt being used. Different asphalt grades have different thermal requirements. The table below provides an overview of the recommended temperatures for various asphalt types and processes.

Working Temperatures for Hot Mix Asphalt

Asphalt Type

Oil Types

Asphalt Marking

AH-50

AH-70

AH-90

A-60

AH-110

AH-130

A-100 A-140

A-180

A-200

Asphalt Heating Temperature (°C)

150~170

140~160

130~150

Mineral Material Temperature

Gap Type Mixing Machine

10~20°C higher than asphalt heating temperature (filler does not heat)

Continuous Mixer

5~10°C higher than asphalt heating temperature (filler heating)

Asphalt Mix Factory Normal Temperature (°C)

140~160

125~160

120~150

Mixer Storage Temperature (°C)

Temperature during storage should not drop more than 10°C

Transport to Site Temperature (°C)

130~150 (Winter ≥150)

Paving Temperature (°C)

Normal Construction

Low Temperature Construction

Not less than 110~130 and no more than 165

Not less than 120~140 and no more than 175

Rolling Temperature (°C)

Normal Construction

Low Temperature Construction

110~140 and no less than 110

120~150 and no less than 110

Rolling End Temperature (°C)

Steel Roller

Tire Roller

Vibratory Roller

Not less than 70

Not less than 80

Not less than 65

**Notes:** 1. Construction temperature depends on the type and grade of asphalt. Thicker asphalt should be heated closer to the upper limit, while lighter asphalt can be closer to the lower limit. 2. If the asphalt mixture leaving the factory is more than 30°C above the normal temperature, it must be discarded. Proper temperature control and accurate thickness management are essential for achieving a durable and high-quality asphalt pavement. These steps ensure that the final product meets engineering standards and performs well under traffic and environmental conditions.

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