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, also known as the "loose paving factor." If this factor isn't properly managed, the compacted layer may end up too thin, which can lead to poor quality, increased costs, and project delays. The loose paving factor varies depending on the type of asphalt mixture, the construction equipment used, and the specific construction method. It's typically determined based on practical experience or by referring to standard values. Below is a table showing typical loose paving factors for different mix types.

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Loose Paving Factors 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

Mastering the Temperature of Asphalt Concrete During Construction Asphalt concrete used in road construction undergoes thermal processing, including heating of aggregates and asphalt, before being mixed. This means that transportation, paving, and compaction all require careful temperature control. If temperatures are too high or too low, it can compromise the final quality of the pavement and even lead to rework, increasing both time and cost. In addition to material requirements, ambient temperature must also be considered when working with hot mix asphalt. Different types of asphalt have varying temperature specifications. Below is a table outlining the recommended operating 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 by 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

**Note:** 1. Construction temperature depends on the type and grade of asphalt. Thicker asphalt should be kept closer to the upper limit, while lighter asphalt can be closer to the lower limit. 2. If the factory temperature exceeds the normal range by 30°C, the mixture should be discarded. By following these guidelines and understanding the key parameters involved in asphalt paving, contractors can ensure a durable, high-quality road surface that meets industry standards.

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