Pavement Anti Rutting Additive for Asphalt Mixture Concrete Anti Crack Additiveasphalt Additive for Asphalt Mix

Pavement Anti Rutting Additive for Asphalt Mixture Concrete Anti Crack Additive is an essential material for asphalt road projects. It enhances surface performance to resist ruts and extends road service life.

ZTA-RA is directly added into asphalt mixing plants. It improves both high and low-temperature performance. Recommended dosage is 0.2%-0.4% of asphalt mixture mass. Mixing temperature: 175ºC±5ºC.

It combines long-life asphalt pavement and viscoelastic theory to improve dynamic stability, water stability, and anti-aging properties. It increases adhesion between bitumen and minerals and can replace SMA (no fibers or SBS needed), reducing bitumen usage while improving intensity.

• Facilitates small batch projects and long-distance storage.
• Enables extremely thin asphalt mixes capable of withstanding high loads.
• Increases softening point and reduces temperature sensitivity.
• Ready-to-use product: Dosed directly into the pugmill of asphalt plants.
• Environmentally friendly: Saves energy and reduces plastic waste via hot-melt packaging.
• Lower economic costs: No need for modified equipment leasing or purchase.

Mainly used in construction and maintenance for all types of surface and base layers:

• Heavy-duty channelized traffic roads and steep mountainous roads.
• Sections with heavy traffic and heavy load.
• Highways, crossroads, airport runways, and municipal arterial roads.

Won multiple patents including Modified Bitumen Viscosity Detection, Pavement Patch Car, and Pavement Crack Sealant. Certified by ISO9001:2015, Intertek Group, and SGS Group. Awarded National Science and Technology Progress Award.

Equipped with expert technical R&D teams and continuous innovation ability. We operate multiple production bases with high annual outputs:

• 60,000 tons of asphalt additives.
• 40,000 tons of anti-rutting agents (ARA).
• 5,000 tons of crack sealant.
• 2 million meters of adhesive crack tape.