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    <title>Research in Progress (RIP)</title>
    <link>https://rip.trb.org/</link>
    <atom:link href="https://rip.trb.org/Record/RSS?s=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" rel="self" type="application/rss+xml" />
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    <language>en-us</language>
    <copyright>Copyright © 2026. National Academy of Sciences. All rights reserved.</copyright>
    <docs>http://blogs.law.harvard.edu/tech/rss</docs>
    <managingEditor>tris-trb@nas.edu (Bill McLeod)</managingEditor>
    <webMaster>tris-trb@nas.edu (Bill McLeod)</webMaster>
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      <title>Research in Progress (RIP)</title>
      <url>https://rip.trb.org/Images/PageHeader-wTitle-RIP.jpg</url>
      <link>https://rip.trb.org/</link>
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    <item>
      <title>Reclamation and Recycling Techniques to achieve Perpetual Pavements Characteristics</title>
      <link>https://rip.trb.org/View/2703795</link>
      <description><![CDATA[This study evaluates Cold In-place Recycling (CIR) for developing sustainable and cost-effective perpetual pavements. As part of the 2022 National Road Research Alliance (NRRA) construction, four test sections were constructed at the MnROAD mainline section to utilize CIR and additionally assess the effects of incorporating rejuvenator in cold recycled asphalt materials. Two sections included bituminous layer over aggregate base, while the other two included bituminous overlay over stabilized full depth reclamation (SFDR) base layer. For two sections, rejuvenator was incorporated to evaluate its impact on the performance of the cold recycled (CR) layer. Laboratory tests conducted after one year of service showed that even though rejuvenator improved binder fatigue resistance, its benefits were less evident at the mixture level, where cracking resistance declined. Perpetual pavement analysis indicated bottom-up cracking potential in all test sections but suggested that reasonable adjustments to overlay or CIR thickness could achieve perpetual behavior. The contrasting outcomes between binder, mixture, and Falling Weight Deflectometer (FWD) testing highlight the need for further research to fully understand the effect of rejuvenator on the CR layer/material behavior. Additional testing, focusing on fatigue, rutting, and low-temperature performance, is recommended to refine rejuvenator use in CIR applications and optimize cold recycling techniques for perpetual pavement construction.]]></description>
      <pubDate>Fri, 15 May 2026 17:15:16 GMT</pubDate>
      <guid>https://rip.trb.org/View/2703795</guid>
    </item>
    <item>
      <title>Assessing the Durability and Long-Term Performance of Rejuvenated Asphalt Mixes with RAP </title>
      <link>https://rip.trb.org/View/2646944</link>
      <description><![CDATA[This research idea addresses an important Oklahoma Department of Transportation (ODOT) need to use higher amounts of recycled materials in asphalt mixes, which is essential for the statewide implementation of Balanced Mix Design (BMD). Rejuvenators have been used successfully to restore the properties of asphalt mixes containing Reclaimed Asphalt Pavement (RAP). There is a wide variety of petroleum-based and bio-based rejuvenators available commercially that purport to improve the performance of asphalt mixes with RAP. A crucial aspect of the design of these mixes is to ensure durability and long-term performance. Some additives may only impart a short-term effect and aid in mix compaction without showing a sustained long-term effect on performance. In this study, rejuvenated asphalt mixes with RAP will be prepared, using local materials from Oklahoma, and assessed to evaluate their long-term performance, including raveling resistance and stripping susceptibility. A comprehensive testing plan will be developed and conducted for testing of both asphalt binder and asphalt mixture. The test plan includes mixture testing to assess the moisture susceptibility using Tensile Strength Ratio (TSR) and Hamburg Wheel Tracking (HWT) tests. The HWT test results will be analyzed using the corrected rut depth (CRD) and striping number (SN) parameters to evaluate rutting and moisture resistance. The mixes will also be tested using IDEAL-CT at both short-term aged and long-term aged conditions to ensure durability and balanced performance. The binder testing will include evaluating the rheological properties of the binders at extended Pressure Aged Vessel (PAV) aging durations. The binders will also be evaluated using Fourier Transform Infrared (FTIR) spectroscopy to assess aging susceptibility. The proposed study will provide valuable information on the effectiveness of rejuvenators on asphalt mixture performance during service life. The findings of this study will be used to propose specification requirements for rutting, cracking, and moisture-induced damage for rejuvenated asphalt mixes considering long-term performance and durability. ]]></description>
      <pubDate>Mon, 05 Jan 2026 23:09:53 GMT</pubDate>
      <guid>https://rip.trb.org/View/2646944</guid>
    </item>
    <item>
      <title>Development of Performance Measures for Pothole-Patching Cold Asphalt Mix Materials for Safe and Sustainable Transportation
</title>
      <link>https://rip.trb.org/View/2627349</link>
      <description><![CDATA[Potholes pose traffic safety hazards, which can cause significant damage to vehicles if they are left unpatched. Pothole patching materials considered in the proposal is a cold asphalt mix, which lacks flexibility and does not stick to a pothole as well as hot asphalt mixes. Therefore, cold asphalt mix materials to the potholes can be dislodged by moving traffic and can pose safety hazards to both vehicles and pedestrians.
There are many pothole-patching cold asphalt mix materials available in the market, however, there are no widely accepted performance measures to evaluate these products. The effectiveness of pothole patching materials greatly influences the durability and longevity of roads, and therefore it is crucial to evaluate their performances for severe freezing and thawing conditions of the Midwest. This proposal aims to evaluate existing cold asphalt mix materials for pothole patching with the purpose of developing laboratory testing procedures and performance measures and developing a new innovative patching material to promote traffic safety and sustainability.

]]></description>
      <pubDate>Wed, 19 Nov 2025 14:17:20 GMT</pubDate>
      <guid>https://rip.trb.org/View/2627349</guid>
    </item>
    <item>
      <title>Increasing Asphalt Recycling to Reduce Paving Costs, Improve Pavement Longevity, and Reduce Environmental Impact</title>
      <link>https://rip.trb.org/View/2593927</link>
      <description><![CDATA[Recycling highway construction materials and minimizing the use of virgin materials can reduce the pavement life cycle costs, improve highway network conditions, conserve natural resources, and protect the environment. Although using recycled asphalt pavements (RAP) is beneficial in many aspects, the primary concern when using high RAP mixes lies in asphalt mixtures' altered long-term durability properties. Aged binder in RAP is less ductile than a virgin binder and gives rise to failure under repeated high axle loads and thermal effects. For this reason, in Oregon, the use of RAP in asphalt mixes is currently limited to about 30% by weight of the mix.
For asphalt mixtures with a higher percentage of RAP (higher than the current limit), using rejuvenator and warm-mix asphalt (WMA) additives are the major strategies for improving the resistance to cracking. Rejuvenators and WMA can restore the physical and chemical properties of the aged binder and make the mix softer by reducing the viscosity of the mix (Roberts et al. 1996; Tran et al. 2012; Coleri et al. 2021). However, selecting the most effective rejuvenators and WMA technologies for Oregon, developing methods and guidelines for choosing the proper amount of additives in mix design, and ensuring appropriate mixing to achieve high RAP mixes (40% to 50% by weight of the asphalt mixture) without compromising the performance of the asphalt surfaced pavements is crucial.
In addition, practices for better managing the RAP stockpiles at the asphalt plants (including process controls) need to be developed and implemented to achieve a higher level of uniformity in asphalt mixture production and construction with high RAP asphalt mixtures. Developing better RAP management procedures combined with rejuvenator and WMA usage are expected to allow significant increases in the RAP content of asphalt mixtures in Oregon.]]></description>
      <pubDate>Thu, 28 Aug 2025 11:05:37 GMT</pubDate>
      <guid>https://rip.trb.org/View/2593927</guid>
    </item>
    <item>
      <title>Determine the Optimum Dosage of Rejuvenators Based on the RAP Contents as well as the PG Grade of Recovered RAP Binder</title>
      <link>https://rip.trb.org/View/2582992</link>
      <description><![CDATA[This study aims to understand the interactions of rejuvenators with reclaimed asphalt avement (RAP) binders and thereby find a cost-benefit way to improve durability against wear and tear of RAP asphalt mixtures and pavements.]]></description>
      <pubDate>Tue, 05 Aug 2025 16:45:21 GMT</pubDate>
      <guid>https://rip.trb.org/View/2582992</guid>
    </item>
    <item>
      <title>Cracking Resistance of Alaskan Asphalt with RAP Material</title>
      <link>https://rip.trb.org/View/2512614</link>
      <description><![CDATA[This research project aims to investigate the impact of reclaimed asphalt pavements (RAP) and rejuvenators on cracking performance of Alaskan hot mix asphalt (HMA) materials containing RAP and to develop a method to estimate RAP content for a given mix. Potential cost savings of up to 36% could be achieved when using the correct RAP combinations.]]></description>
      <pubDate>Fri, 21 Feb 2025 20:44:37 GMT</pubDate>
      <guid>https://rip.trb.org/View/2512614</guid>
    </item>
    <item>
      <title>Evaluation of RePLAY for Mainline, Shoulders, and Rumbles, Phase II Study: Proprietary Bio-based Fog Sealer and Rejuvenator Reapplication in Clinton County</title>
      <link>https://rip.trb.org/View/2508963</link>
      <description><![CDATA[Many state transportation and local road agencies have utilized fog seal or rejuvenator surface treatments for existing asphalt surfaced pavements to improve sealing or waterproofing, restore flexibility, prevent weather-induced deterioration, or simply improve the surface appearance. Fog seal or rejuvenator surface treatments have the added advantage of being low-cost. Considering such advantages, fog seals and rejuvenator surface treatments in Iowa roadways have increased. Recently, various proprietary bio-based fog sealers or rejuvenators have been introduced and marketed as potentially cost-effective and environmentally friendly alternatives to traditional petroleum-based sealers for preserving asphalt roads. For instance, RePLAY Agricultural Oil Seal and Preservation Agents are claimed to protect the asphalt from potholes, edge rutting, and cracking and extend paved asphalt surfaces' life. The researchers at the Iowa State University (ISU), in partnership with Clinton County and the Iowa Department of Transportation (DOT), have evaluated RePLAY performance on a 3.3-mile pilot testing section located in Clinton County for five consecutive years (i.e., Summer 2016 through Summer 2021). This study has important insights about RePLAY and its first-level field implementation in Iowa. However, further research is needed to identify the frequencies and benefits of reapplication of RePLAY and evaluate the relative and respective performances of other fog sealer and rejuvenator types. In addition, Clinton County has a plan on reapplication of RePLAY at the same project site and extending its use on other project sites. The project technical advisory committee (TAC) recommended a follow-up investigation (i.e., Phase II study) to address such research needs by utilizing the planned project sites in Clinton County. The primary objective of this Phase II study would be to evaluate and quantify the relative and respective performance and cost-effectiveness of RePLAY. The frequencies and benefits of reapplication of RePLAY would also be investigated. Such a study will help Iowa DOT, counties, and cities better understand the benefits of the reapplication of RePLAY while facilitating their decision-making in selecting cost-effective application frequency options to achieve good pavement preservation results.]]></description>
      <pubDate>Wed, 12 Feb 2025 12:00:15 GMT</pubDate>
      <guid>https://rip.trb.org/View/2508963</guid>
    </item>
    <item>
      <title>Improved Pavement Durability and Resiliency Using Balanced Mix Design with High RAP and Rejuvenator: A Path Toward Statewide Implementation</title>
      <link>https://rip.trb.org/View/2480354</link>
      <description><![CDATA[This research initiative, developed in consultation with the Materials Division of the Oklahoma Department of Transportation (ODOT), addresses a critical agency need related to the statewide implementation of Balanced Mix Design (BMD). Two SPTC partner institutions, namely the University of Oklahoma (OU) and Louisiana Tech University (LTU), will collaborate to accomplish the goals of this research. Incorporating Reclaimed Asphalt Pavement (RAP) into asphalt mixes offers significant benefits, including reduced cost, resource conservation, energy savings, and reduced environmental impact. With a focus on achieving reduced environmental impact, increasing RAP usage in asphalt mixes can substantially lower the environmental impacts of pavement materials. However, challenges such as variations in material property and a lack of performance data complicate the design of asphalt mixes with high RAP content. ODOT has been actively implementing BMD through pilot projects and research, allowing up to 15% RAP for surface courses and 20% for base courses. This project aims to further increase the RAP content using the BMD approach.
	A key factor in the performance of RAP-containing asphalt mixes is the aging of the asphalt binder. Rejuvenators can replenish the volatiles and light binder fractions, restore the mechanical and chemical properties lost due to aging and aid in meeting the BMD design criteria. While rejuvenators generally reduce the stiffness of the asphalt mix, their effects on binder and mix properties need evaluation, along with determining the optimum amount of rejuvenator for satisfactory performance. This collaborative study focuses on designing high-RAP asphalt mixes using commercially available rejuvenators and the BMD approach, followed by performance evaluation of field test sections. LTU will investigate the properties of asphalt binder blends with high RAP and rejuvenators, while OU will focus on the mix design. The project tasks include the following: (1) Select and collect test materials (OU and LTU); (2) Extract and recover aged binders from RAP (LTU); (3) Prepare blends of unaged binder, RAP binder, and rejuvenators (LTU); (4) Evaluate binder properties (LTU); (5) Develop asphalt mix design with high RAP and rejuvenator (OU); (6) Construct field section and perform evaluation (OU); (7) Evaluate plant-produced mixes and monitor field performance (OU), and (8) Modify special provision/specification (OU). The results of this study will inform modifications to the BMD special provision for high RAP content. 
]]></description>
      <pubDate>Wed, 01 Jan 2025 16:15:15 GMT</pubDate>
      <guid>https://rip.trb.org/View/2480354</guid>
    </item>
    <item>
      <title>Development of Quality Standards for Inclusion of High Recycled Asphalt Pavement Content in Asphalt Mixtures - Phase V</title>
      <link>https://rip.trb.org/View/2342172</link>
      <description><![CDATA[Public agencies encourage the use of recycled asphalt materials (RAM) in constructing asphalt pavements to the maximum extent possible with an equal performance. Low temperature cracking potential is a primary concern with high RAM mixtures. To minimize a low temperature cracking, various rejuvenators and softer binders have been utilized in the past. Although the current Iowa DOT’s specification allows RAP materials up to 30% with softer binders, limited construction projects, which utilized more than 20% RAP materials, have been performed. The main purpose of this research is to develop a comprehensive asphalt recycling strategy for high RAM mix up to 50% in consultation with surrounding state DOT's, cities and counties by performing the following tasks: (1) develop an approval process for rejuvenators that incorporates long-term aging of the material; (2) perform a feasibility study of a fractionation of RAP materials in two stockpiles; (3) consider increasing the maximum RAM percentage up to 50% for some mixes. Investigate various economic conditions that determine whether the increased stiffness from the RAM can be economically off-set with rejuvenators and softer binder grades; (4) evaluate Warm Mix Asphalt (WMA) with high RAM. WMA containing RAM showed similar cracking and rutting resistance performance compared to HMA. Additional study of WMA with RAM could be useful to verify if it meets both economic and sustainability requirements; (5) adopt a test procedure like a Semi-Circular Bending-Illinois Flexibility Index Test (SCB-IFIT) for high RAM mixtures up to 50% as a performance test after evaluating various testing procedures based on sample preparation, specimen conditioning and testing, training needs, new equipment cost, repeatability and field validation; (6) monitor high RAM project sites to determine the effectiveness and limitations of design, construction and performance of high RAM mixtures and develop quality assurance/quality control (QA/QC) aspect of using softer binders and rejuvenators; and (7) develop a comprehensive asphalt recycling strategy encompassing high RAM mix up to 50%, Cold In-place Recycling (CIR) and Hot In-place Recycling (HIR) in consideration of both economic and sustainability analyses.]]></description>
      <pubDate>Tue, 20 Feb 2024 18:02:28 GMT</pubDate>
      <guid>https://rip.trb.org/View/2342172</guid>
    </item>
    <item>
      <title>A Screening Tool for Assessment of Moisture-Induced Damage of Asphalt Mixes Containing RAP Based on Molecular Dynamics Simulation</title>
      <link>https://rip.trb.org/View/2291283</link>
      <description><![CDATA[In this project, the research team seeks to develop a screening tool for the assessment of moisture-induced damage potential of asphalt mixes containing reclaimed asphalt pavement (RAP). Molecular dynamics (MD) simulation, a widely accepted physics-based numerical simulation technique, will be used to examine the compatibility between asphalt binders and aggregates, including RAP. Because rejuvenators are used frequently in asphalt mixes containing RAP, particularly with increased RAP contents, rejuvenators will be included in the MD simulations. Adhesive interactions between asphalt binder and aggregate, in the presence of moisture, will be used as an indicator of compatibility or resistance to moisture-induced damage. Because of the limited budget and timeline, existing asphalt, aggregate, and rejuvenator molecules will be used in the MD simulations. Atomistic molecular dynamics will be used to simulate the binder and aggregate interfaces and determine the interaction energies and adhesive strengths between the binder and the aggregate. Using Bell’s model, the pulling velocity v=v_0 exp(f x_b⁄k_b  T), where x_b is the distance between the equilibrium states and the transition state, and v_0=ω_0 x_b exp⁡((-E_b)⁄k_b  T), where f is the external pulling force, x_b is the distance between the equilibrium state and the transition state, k_b is Boltzmann’s constant, T is temperature,  ω_0 is the natural vibration frequency, and E_b is the adhesion energy, will be quantified. The adhesive strength obtained from the MD simulations will be compared with the direct tensile strength determined in the laboratory using a pneumatic adhesion tensile testing instrument. 
The following tasks will be performed to meet the project goals: Task 1: Determine adhesion energy following the procedure described in Gao, P. et al. (Appl. Surf. Sci. 2022, 577, 151930) for standard AAA-1 type binder. Use the asphalt binder model described in Li, D. D. and Greenfield, M. L. (Fuel 2014, 115, 347–356) with SiO2 and CaCO3; Task 2: Determine the adhesion energy as a function of water concentration; Task 3: Calculate the adhesion energy as a function of water concentration for selected additives or rejuvenators; Task 4: Conduct laboratory tests to determine direct tensile strengths; Task 5: Compare adhesion energy obtained from the MD simulations with the direct tensile strength results from Task 4; Task 6: Develop a MS Excel-based interactive spreadsheet based on results from Task 5 that can be used by designers as a tool for evaluating aggregate-binder compatibility in presence of rejuvenators and resistance to moisture-induced damage of asphalt mixes.
]]></description>
      <pubDate>Wed, 15 Nov 2023 17:19:44 GMT</pubDate>
      <guid>https://rip.trb.org/View/2291283</guid>
    </item>
    <item>
      <title>Prediction of Moisture Resistance of Polymeric Asphalt Binders Through the Atomic Force Microscopy (AFM) Technique</title>
      <link>https://rip.trb.org/View/1948642</link>
      <description><![CDATA[Moisture-induced damage in asphalt concrete is a major concern to the transportation agencies. Existing moisture sensitivity tests are mostly conducted at the macro- or micro-level and focused on the qualitative measurements only. The proposed study will investigate the interaction between asphalt binder and aggregates at the interface level measuring adhesion forces between asphalt binder samples and minerals of different chemical compositions using an Atomic Force Microscope (AFM). To this end, all three Arkansas Department of Transportation (ARDOT) approved Performance Grade (PG) binders (PG 64-22, PG 70-22, and PG 76-22) from two different sources and two types of commonly used aggregates (e.g., limestone and sandstone) in Arkansas will be evaluated in the laboratory. Besides the positive impacts of a selective anti-stripping agent (Kao Gripper® X2), the effects of aging (short-term and long-term) on the stripping resistance of binders will be evaluated in the laboratory.
In regards to the AFM tests, the tips will be modified with comparable aggregate minerals, thus, the adhesion force between asphalt and minerals will be measured. The adhesion force will then be used to estimate the work of adhesion between asphalt binders and materials resembling the aggregates. The AFM-based nano-level mechanistic properties such as modulus and adhesion over the scanned area of the sample will be recorded in the form of numerical values and images. The captured AFM images will be analyzed by using a commercial tool such as MATLAB® or open-source software (e.g., ImageJ). Routine rheological tests (viscosity, penetration, etc.) will be conducted on asphalt binders as they are indirect indicators of stripping resistance. Elemental analyses (e.g., aromatic hydrogen and aromatic carbon) of solution-state and solid-state asphalt binders will also be tested by using a nuclear magnetic resonance (NMR) spectroscopy. Further, selected aggregates coated with asphalt binders will be tested to evaluate their adhesive and cohesive failures by computing binders’ direct tension using a Pneumatic Adhesion Tensile Testing Instrument (PATTI) device. Furthermore, the striping resistance of fully coated aggregates (loose mixes) will be evaluated by following the Texas Boiling Test (TBT). Two-dimensional images of failure surfaces of the PATTI and post-TBT specimens will be captured and analyzed to determine failure pattern and percentage of retained binder, respectively. Finally, the AFM-based data will be compared with macro-level test data of asphalt binders and loose mixes (asphalt aggregate systems) to draw meaningful conclusions and recommendations.
The technical findings of the proposed study are expected to give pavement professionals and researchers a better understanding of moisture-related damage in asphalts at the molecular level. Implementation of the learned knowledge will assist the transportation agencies to avoid premature pavement distresses and save taxpayers’ money. Experimental data gathered from this study are expected to give confidence to state and local transportation agencies, and contractors in the region. The design and quality-control guidelines developed from the proposed study are expected to be implemented by state and industry partners. The proposed study will facilitate in meeting the following objectives of Tran-SET: (i) Introduce and implement cost-effective solutions to the transportation infrastructure backlog of projects; (ii) Develop cost-effective solutions for the construction and maintenance of the transportation infrastructure in metropolitan and rural areas; (iii) Promote workforce development through learning and continuous education.
This project strongly supports the Center’s focus areas 4 and 5. This study will develop tools and materials for longer-lasting infrastructure, assess the feasibility of using local industrial wastes, and enhance collaborative records with industry partners. The major benefits of the proposed study are to (a) reuse of waste materials, (b) enhance training opportunities for students in the region and build a future workforce.]]></description>
      <pubDate>Fri, 06 May 2022 12:23:32 GMT</pubDate>
      <guid>https://rip.trb.org/View/1948642</guid>
    </item>
    <item>
      <title>Analysis of Long-Term Field Performance of Spray-On Rejuvenators</title>
      <link>https://rip.trb.org/View/1891280</link>
      <description><![CDATA[The properties of asphalt mixtures change as the asphalt binder ages. The aging of asphalt binders is caused by volatilization (i.e., evaporation of the light fractions of asphalt), thermal and ultraviolet oxidation, and other chemical processes. Factors affecting the rate of aging include the chemical composition and physico-chemical state of the asphalt binder, air permeability of the mix, depth in the pavement structure, asphalt binder content, aggregate mineralogy, mix production-related factors, and in-service temperature and time. Surface layers age at a much faster rate than lower layers in the pavement due to exposure to air, solar radiation, and higher temperatures. This results in embrittlement of the asphalt binder, making it more susceptible to cracking and more resistant to healing. To reverse these effects and extend the pavement service life, spray-on rejuvenators can be applied to asphalt pavement surfaces. They are designed to penetrate into the asphalt material near the surface and help it resist the detrimental age hardening and weathering effects by enriching the hardened asphalt binder. Spray-on rejuvenators are a cost-effective pavement preservation treatment when applied to asphalt pavement surfaces that are still in good condition. However, there is a lack of information about the long-term field performance benefits of spray-on rejuvenators for state agencies to develop specifications and/or approve products that are commercially available. Hence, the objective of this project is to evaluate over time the field performance of spray-on rejuvenator products that will be applied on a municipality’s roadway near the Minnesota Road Research Facility (MnROAD) testing facility in Monticello, Minnesota, including their short- and long-term effectiveness in renewing asphalt surfaces and their effects on surface friction and reflectivity of existing striping after their application.]]></description>
      <pubDate>Wed, 10 Nov 2021 15:25:51 GMT</pubDate>
      <guid>https://rip.trb.org/View/1891280</guid>
    </item>
    <item>
      <title>Evaluation of Proprietary Rejuvenators</title>
      <link>https://rip.trb.org/View/1764618</link>
      <description><![CDATA[Among the numerous alternatives for flexible pavement preservation, spray-applied rejuvenator seals have been gaining wide acceptance because of their advantages over the other treatments. Perhaps the most attractive features of the rejuvenator seals are their relatively low cost, speed of application, and limited impact on the traffic. Spray-on rejuvenators are used to (1) reverse/retard aging, (2) seal cracks (slow down crack growth), (3) reduce permeability (to protect the underlying layers), and (4) enhance friction, aesthetics and ride quality. Traditionally, ingredients of the rejuvenators include oils, plasticizers, and anti-stripping agents. However, numerous rejuvenators are currently marketed by the pavement industry, which includes petroleum-based and bio-based products. Formulations of most of these rejuvenators are proprietary, and there is a need for a thorough assessment of these products. The objectives of this research are to provide answers to the questions including (but not limited to) (1) when to/not to use each rejuvenator; (2) what are the pros and cons of each product; (3) what are the unit costs; (4) how do they perform relative to their intended use (e.g., retard aging, seal cracks, etc.); (5) are there construction issues; (6) how fast the traffic can be opened after the application; and (7) what are the impacts on the pavement markings. Local agencies and 
Minnesota Department of Transportation (MnDOT) will gain significant benefits from the results of thorough research on these products. The outcome will assist in making more informed decisions on the three ‘Rs’ – the right treatment on the right pavement at the right time.]]></description>
      <pubDate>Thu, 21 Jan 2021 16:30:52 GMT</pubDate>
      <guid>https://rip.trb.org/View/1764618</guid>
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