ReLIXER and the Limits of RAP Content

The asphalt industry has long embraced reclaimed asphalt pavement (RAP) as a practical and sustainable solution for reducing costs and conserving resources. Yet despite decades of progress, one question continues to define mix design conversations: 

How much RAP is too much? 

For many producers, the answer has historically hovered around 20-25%. While higher RAP contents promise significant economic and environmental benefits, they also introduce performance risks that have made the industry cautious. 

Today, innovations in asphalt rejuvenation, particularly with advanced recycling agents like ReLIXER®, are challenging those limits. By addressing the root causes of RAP-related performance issues, asphalt rejuvenators are enabling higher RAP usage without compromising quality. 

Why RAP Content Has Been Limited 

RAP is valuable because recycled asphalt contains aged binder and aggregates that can be reused in new asphalt mixtures. However, the binder in RAP has undergone significant oxidative aging, making it stiffer and more brittle than virgin bitumen. This creates several challenges.  

Increased Stiffness and Brittleness 

As RAP content rises, binder stiffness increases. While this can improve rutting resistance, it significantly reduces flexibility, making pavements more prone to cracking. 

Poor Low-Temperature Performance 

Aged binder cannot effectively relax stress, increasing the risk of thermal cracking in colder conditions. 

Incomplete Blending 

A key issue in high-RAP mixes is whether aged and virgin binders fully blend. In many cases, blending is partial, leading to inconsistent performance. 

Durability Concerns 

Without proper bitumen rejuvenation, higher RAP mixes can suffer from reduced long-term durability. 

Because of these risks, many agencies and contractors have treated 25% RAP as a practical upper limit, balancing sustainability with performance reliability. 

The Role of Asphalt Rejuvenation 

To overcome these limitations, the industry has increasingly relied on asphalt rejuvenating agents that restore aged binder properties rather than simply softening them. 

This is a critical distinction. Earlier generations of additives often acted as softeners, temporarily reducing stiffness without improving long-term performance. Asphalt additives like ReLIXER are designed to deliver lasting results that address long-term aging. 

ReLIXER: Expanding the Boundaries of RAP 

ReLIXER represents a new generation of asphalt rejuvenators engineered for high-RAP applications. Rather than diluting binder stiffness, it restores the functional properties of aged materials, making higher RAP contents viable. 

This shift is not theoretical. It is already being demonstrated in real-world trials that push beyond traditional limits. 

Case Study: 50% RAP on the UK Highway A21 with ReLIXER 

One of the clearest examples comes from a UK highway trial using a thin surface course system with 50% RAP, double the conventional threshold. 

The challenge was straightforward: could a high-RAP mix maintain performance characteristics comparable to a virgin mix? 

The results tell a compelling story. 

Despite the increased RAP content, the mix demonstrated lower rutting depth, 1.5 mm compared to 2.0 mm in the control mix. This indicates improved resistance to permanent deformation, even with a significant amount of aged material. 

At the same time, stiffness was reduced from 5,687 MPa to 3,623 MPa, suggesting a more balanced binder that is less prone to cracking. This is a critical outcome, as excessive stiffness is one of the main concerns with high RAP usage. 

Binder recovery testing further reinforced this balance. The recovered penetration decreased slightly, while the softening point increased, indicating a more durable and temperature-resistant binder profile. 

Perhaps most importantly, field performance validated the lab data. Surface condition ratings for both mixes were classified as excellent, demonstrating that higher RAP content did not compromise performance. 

This trial shows that with the right asphalt rejuvenation strategy, 50% RAP is not only achievable but that it can deliver equal or better performance than traditional mixes. 

Case Study: 100% RAP in New York City with ReLIXER 

If 50% RAP challenges convention, a second trial pushes the boundary even further: 100% RAP with no virgin bitumen added. 

Conducted in New York City, this project evaluated whether a fully recycled mix could meet both laboratory specifications and real-world performance demands using ReLIXER as the sole asphalt rejuvenating agent. 

In lab production, the mix achieved air voids of 3.9%, comfortably within the specified 3.5–5.5% range. Stability measured at 2110 kN significantly exceeded the minimum requirement of 1500 kN, indicating strong structural performance. Flow values also fell squarely within specification limits. 

Field core data after one year confirmed these results. 

Cracking resistance, measured through SCB testing, exceeded the required threshold, indicating that the rejuvenated binder maintained flexibility over time. 

Rutting performance also met expectations. At 10,000 cycles, rutting measured 10.9 mm, well below the 12.5 mm limit. Even at higher cycle counts, performance remained within acceptable ranges. 

What makes this trial particularly significant is not just that it worked but that it worked without any virgin binder. 

This demonstrates the full potential of advanced asphalt recycling agents to transform RAP from a supplemental material into a primary resource at scale. 

Why the Industry Has Been Hesitant with High-RAP Applications 

Despite these successes, widespread adoption of high-RAP mixes has been gradual. Much of this hesitation comes down to risk. Pavement failures are costly and visible, and many agencies rely on conservative specifications to ensure reliability. Variability in RAP stockpiles and past experiences with underperforming mixes have also reinforced caution.Following best practices in RAP stockpile management can help reduce this risk and improve consistency form pile to mix.  

However, as more successful trials emerge, confidence is beginning to shift. 

The traditional 25% RAP threshold is no longer a technical limit. Instead, it is a legacy of earlier material constraints. 

With modern asphalt rejuvenators like ReLIXER, higher RAP contents can deliver both performance and durability. ReLIXER demonstrates that it is possible to increase recycled content without sacrificing quality and performance. 

The Future of Asphalt Recycling 

The future of the asphalt industry lies in maximizing the value of existing materials. Through advanced bitumen rejuvenation, producers can reduce reliance on virgin resources while maintaining high performance standards. 

By enabling higher RAP usage, even up to 100%, ReLIXER is helping redefine what is possible in asphalt mix design. 

For more information on high-RAP usage and ReLIXER, visit www.sripath.com or contact info@sripath.com.