What is the density of asphalt concrete, and what does it depend on?


The density of asphalt concrete varies depending on the type of material, and has a direct impact on certain physical and mechanical characteristics of the coating. For most asphalt concretes, higher density means higher strength, but there are exceptions. At the same time, laying asphalt must always be accompanied by high-quality compaction.

“For those asphalt concrete mixtures that contain rocky filler (crushed stone or gravel), high density correlates with high strength and some other indicators. However, this rule does not apply to sandy asphalt - despite its very high density, its quality characteristics will be inferior to stone-based asphalt concrete.”

The density of asphalt concrete in a compacted state is expressed in the indicator “residual porosity” - the lower it is, the higher the density of the coating. And the density of the uncompacted mixture is determined based on the mass per cubic meter.

In stone-based asphalt mixtures, various fractions of stones can be used. Thus, fine-grained mixtures have a higher density than coarse-grained mixtures. In this case, the voids between the fractions are filled with special fillers, as well as bitumen binder.

Categories of residual porosity of asphalt concrete

“Residual porosity is the percentage of pore volume relative to the total volume of compacted asphalt concrete”

CategoryResidual porosity, %
High densityfrom 1 to 2.5
Densefrom 2.5 to 5
Porousfrom 5 to 10
Highly porousfrom 10 to 18

As mentioned, today there are 4 categories based on the residual porosity of the material.

More porous coarse-grained

asphalt concrete is used to construct the underlying coating layer. They promote shock absorption and also aid in stabilization.

Dense fine-grained

asphalt mixtures are laid as the top layer, as they have high strength, wear resistance and moisture insulation.

Recognition of quality

Reviews and letters of gratitude from clients and partners


Arusanov S.V. General Director of OSZ LLC


Bubolev V.A. General Director of LLC PIK Terminal Mospromstroy


Stepanyan Sh.G. General Director of JSC "Mospromstroy"


Tsarikaev A.R. Head of the Lefortovo district administration


Kazakov V.Yu. Commercial Director of ANO DPO "UC ITC Expert"

Density of asphalt concrete as specific gravity per cubic meter

The density of asphalt concrete, in addition to the size of the stone filler fractions, can be influenced by several other factors, for example, the type and proportion of the main component or the type of bitumen binder. Due to this, different types of asphalt concrete mixtures have different densities.

For example, modern crushed stone-mastic asphalt concrete will be 90-100% denser than classic asphalt mixtures. This is due to the fact that previously asphalt production was carried out without the addition of durable crushed stone, modern modifiers, and also using conventional petroleum bitumen.

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Density of asphalt concrete per 1 m3

NameDensity per cube
Classic Blends~1100-1500 kg per m3
Crushed stone-mastic asphalt concrete ~2560-2570 kg per m3
Coarse mixtures ~2380-2450 kg per m3
Fine grain mixtures ~2400-2460 kg per m3
Sandy asphalt concrete ~2340-2450 kg per m3
Asphalt crumbs ~1500-1900 kg per m3

Relevant only for uncompacted asphalt concrete mixtures. As a rule, manufacturers of asphalt concrete mixtures indicate the density of the material in the accompanying documents or on the packaging (if available).

From this we can conclude that the average density of asphalt concrete (modern) is about 2.4-2.5 tons per 1 cubic meter. However, such indicators will only be provided that the asphalt concrete meets modern quality standards and the requirements of regulatory documentation. If there are disturbances in the production process, the characteristics of the material, including density, can become significantly lower.

Briefly about the asphalt concrete manufacturing process

The quality standard for asphalt concrete - GOST 9128 97 involves the following stages of preparing the finished mixture:

  • The first step is to assess the quality of the raw materials, which is extremely important. After all, the quality of the future mixture, or, more precisely, its main characteristics, largely depends on this.
  • At the next stage, the aggregate is processed. It is crushed to the required fraction.
  • Next, the components are sent to a hopper equipped with a heating function. There, under the influence of elevated temperature, excess moisture is evaporated and the binder component is heated.
  • Next, all components are sent to the mixer, where they are thoroughly mixed. During the process, excess air is removed and the mixture acquires the required consistency.
  • At the last stage, the finished product is fed into silos intended for storage.

Then, the finished product is subjected to quality control by checking its performance.

Note! When producing asphalt concrete mixtures, it is necessary to use specialized equipment, so making it yourself is not possible. However, if you have a small budget asphalt plant, it is quite possible to organize a small-scale production for the purpose of subsequent sale. The price of the material is quite stable, so profits will be guaranteed.

How does compaction affect the density of asphalt concrete?

Even if the asphalt concrete mixture initially has a high density, improper or insufficient compaction after placement will result in high porosity of the pavement. This, in turn, will entail a decrease in the physical and mechanical properties of the material, as well as its service life.

For example, in the construction of highways, the principle of multi-layer laying of asphalt mixtures is used. In this case, each layer must be compacted separately, otherwise high density will not be achieved.

What indicators fall due to poor-quality asphalt compaction:

  • Strength;
  • Wear resistance;
  • Resistance to horizontal deformation;
  • Resistance to rutting;
  • Moisture insulation;
  • Resistance to high and low temperatures;
  • Life time.

In fact, poor asphalt compaction leads to premature failure of the pavement, which entails other negative consequences.

conclusions

What you need to know about asphalt density:

  • The density of compacted asphalt is expressed in residual porosity - from 1 to 18% (the lower the better).
  • The density of an uncompacted asphalt mixture is expressed in mass per cubic meter - on average about 2.4-2.5 tons per 1 m3

Different types of asphalt concrete have different density levels. At the same time, the density of asphalt concrete is an important indicator, on which a number of other operational characteristics of the material, as well as its service life, depend. To achieve high density, it is necessary to select the right asphalt concrete mixture, as well as to perform high-quality compaction after laying.

Basic control methods in accordance with GOST and acceptance rules

Like any other building material, asphalt concrete mixtures are subject to control and are subject to certain acceptance rules, which we will consider.

Material acceptance

The conditions for accepting a consignment of goods are as follows:

  1. When accepting a hot mixture, a quantity not exceeding 1200 tons is accepted as a batch. In this case, the batch must have the same composition. To be produced in one shift and on one equipment.
  2. A batch of cold mixture is taken as one in an amount of no more than 300 tons. It must also be characterized by the same composition and be produced in one shift.
  3. If the mixture is subsequently to be stored, it may be mixed with products of the same composition.
  4. When shipping goods to a consumer, products shipped to one buyer per day are taken as one batch.
  5. When transporting by water or rail, a batch is considered to be the number of products placed in one wagon or barge.
  6. The mixture is weighed using scales.

To control quality, periodic and acceptance tests are carried out.

Control is carried out according to the following indicators:

  • Mixture temperature;
  • Checking grain composition;
  • Moisture saturation;
  • Compressive strength;
  • Water resistance (for hot mix);
  • Checking the content of the binder component.

Repeated tests are carried out in accordance with the necessary requirements of GOST or when the technology or composition of the material changes.

Periodic tests include monitoring:

  • Porosity of the mineral part and residual porosity;
  • Water resistance with long-term saturation;
  • Compressive strength with prolonged water saturation;
  • Indicator of adhesion of bitumen to the mineral part;
  • Uniformity of the material.

Each batch must be accompanied by a quality certificate, which contains the necessary information.

This:

  1. Name and location of the manufacturer;
  2. Batch number;
  3. Quantity of material shipped;
  4. Document date;
  5. Regulatory standard number;
  6. Brand, type, type of material;
  7. Water resistance;
  8. Caking;
  9. Compressive strength;
  10. Efficiency of radionuclides;
  11. Residual porosity of the mixture.

Testing of asphalt concrete

Using the table, let's look at the main testing methods for asphalt concrete.

Test methods:

Name of the tested indicatorThe essence of the control method
Volumetric mass (average density)
  • The method is based on checking the density of the material, taking into account the pores contained. In this case, samples can be made in laboratory conditions, or taken from a ready-made coating.
  • When conducting control tests, samples are weighed several times - before and after immersion in liquid.
  • Based on the data obtained, the samples are checked for volumetric mass and specific gravity of the mineral part.
Specific gravity
  • To carry out the test, you will need a flask and an oven. The flask is filled with water and weighed. After this, weighing is carried out again without taking into account the liquid.
  • Asphalt concrete samples are placed in it and sent to a drying cabinet. Heating is not used in this case; the effect is carried out under high pressure equal to 2000 MPa.
  • The pressure is gradually reduced and, when normal is reached, re-weighing is performed.
Porosity of the mineral part of the composition
  • The objective of the test is to calculate the pore volume of the mineral part of the composition.
  • Porosity control is carried out after testing the true density of the mineral part and the average.
  • The calculation method is used.
Residual porosity
  • Determined on the basis of numerical values ​​obtained as a result of monitoring the average and true porosity.
Swelling
  • This indicator is calculated based on data obtained after checking the water absorption and density of the material. Again, the calculation method is used.
Compressive strength
  • Strength indicators are tested using a press under which the sample is placed. The latter is subjected to a translational load until the sample fails.
  • The maximum value of the meter is taken as the breaking load.
Compound
  • A cartridge and solvent are used to control the binder. The latter provokes the release of the binder.
  • Control of the mineral part is carried out by sifting, which is preceded by grinding and washing.
Seal
  • Compaction is calculated as the ratio of the density of samples removed from the coating to the density of those produced in the laboratory.
  • The compaction coefficient is calculated by the ratio of the density of the samples that were removed from the coating to the average density of the samples remolded in the laboratory.
Modulus of elasticity of asphalt concrete (dynamic)Controlled by applying a load to the sample. In this case, the resistance and level of deformation of the material are measured.

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