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    <title>Research in Progress (RIP)</title>
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    <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>Determination of the Surface Oxidation of Pavement Preservation Treatments</title>
      <link>https://rip.trb.org/View/2761616</link>
      <description><![CDATA[Oxidation, a process in which asphalt binder reacts with oxygen, occurs in asphalt pavement, reducing its longevity, durability and performance. The role of oxidation in pavement preservation treatments, however, is little understood. This project seeks to determine the impact of environmental aging on pavement preservation treatments. Researchers will quantify the extent of aging on asphalt binder used in chip seal and microsurfacing treatments and, if aging is a significant factor, propose ways to mitigate it. Obtaining data on the role of aging in pavement preservation will allow the Illinois Department of Transportation to better predict the lifespan of pavement and help to lessen aging, improving the longevity of pavements and minimizing disruption to drivers for maintenance, rehabilitation or reconstruction activities.]]></description>
      <pubDate>Mon, 17 Aug 2026 11:05:30 GMT</pubDate>
      <guid>https://rip.trb.org/View/2761616</guid>
    </item>
    <item>
      <title>Evaluate Standard vs Blended PG Binders 
Performance in NM
</title>
      <link>https://rip.trb.org/View/2704031</link>
      <description><![CDATA[The Superpave asphalt binder system was introduced in the 1990s to better handle different temperatures and traffic conditions. Since then, New Mexico has adopted the PG grading system for its roads. The PG binder bump is an effective way to increase the asphalt binder’s grade, improving high-temperature performance and making it suitable for high-temperature ranges. It can be achieved mainly in two ways: Standard PG: this involves blending a base asphalt binder (a soft binder from crude oil refining) with synthetic rubber or other chemical additives at terminals. These additives may include styrene butadiene styrene (SBS) polymer and polyphosphoric acid (PPA). Blended PG: This method uses a certain amount of RAP (Recycled Asphalt Pavements) and can also effectively bump the PG grade of the asphalt binder.]]></description>
      <pubDate>Wed, 20 May 2026 11:10:25 GMT</pubDate>
      <guid>https://rip.trb.org/View/2704031</guid>
    </item>
    <item>
      <title>Field Friction Testing</title>
      <link>https://rip.trb.org/View/2672003</link>
      <description><![CDATA[The primary goal of this project is to perform comprehensive field friction testing on various Stone Matrix Asphalt (SMA) surfaces with polymer-modified asphalt binders (i.e, “H” and “V” binders) across the entire state. Conducting these tests in real-world conditions is crucial for identifying potential safety concerns related to skid resistance. Previous year friction testing conducted on certain SMA surfaces within the SE region using the “V” binder indicated that these surfaces exhibited notably lower skid resistance values compared to other SMA surfaces after few years of construction. Building on these findings, this project intends to carry out an additional round of field friction measurements targeting those same SMA surfaces in the SE region, while also expanding the scope of testing to include more SMA sections throughout the state. The data collected from this expanded field testing will be instrumental in determining whether the relatively low friction numbers are attributable to the specific type of binder used, the aggregate materials involved, or a combination of both factors. Furthermore, to gain a broader understanding of the current skid resistance condition of the state’s pavement infrastructure, several additional pavement sites will be evaluated as part of this study. This holistic approach aims to provide actionable insights that can guide improvements in pavement design and material selection to enhance overall road safety and durability.]]></description>
      <pubDate>Wed, 18 Feb 2026 14:27:59 GMT</pubDate>
      <guid>https://rip.trb.org/View/2672003</guid>
    </item>
    <item>
      <title>Use of FTIR Analysis to Verify Chemical Composition of Asphalt Binder</title>
      <link>https://rip.trb.org/View/2672002</link>
      <description><![CDATA[The primary objective of this project is to evaluate the chemical composition of modified binder and emulsion samples submitted by suppliers to the central office. This will be achieved through FTIR spectroscopy, a widely recognized analytical method in the asphalt industry. FTIR spectroscopy utilizes mid-infrared energy to analyze molecular structures and compositions by measuring the absorption of specific infrared light frequencies, offering a unique molecular fingerprint for identification and analysis. As the asphalt industry continues to evolve, suppliers are increasingly adopting advanced polymer additives to enhance binder formulations. It is essential for the state to verify the components used in these binder mixes to ensure quality and compliance.]]></description>
      <pubDate>Wed, 18 Feb 2026 14:25:03 GMT</pubDate>
      <guid>https://rip.trb.org/View/2672002</guid>
    </item>
    <item>
      <title>SPR-4912:  Development of Level 1 Binder Property Input for AASHTO Pavement ME Design</title>
      <link>https://rip.trb.org/View/2444792</link>
      <description><![CDATA[Outcomes from the proposed project will provide proper material inputs regarding the INDOT MSCR - 28°C PG implementation in Indiana asphalt pavement design. Project deliverables will be the quantified impact of the INDOT MSCR PG on pavement designs and recommend categorized asphalt property design level 1 inputs.]]></description>
      <pubDate>Wed, 23 Oct 2024 10:27:14 GMT</pubDate>
      <guid>https://rip.trb.org/View/2444792</guid>
    </item>
    <item>
      <title>2500 Asphalt Binder Test (ABT) for Quick Performance Grade of Asphalt Binder</title>
      <link>https://rip.trb.org/View/2434205</link>
      <description><![CDATA[The proposed study will evaluate the continuous performance grades (PGs) of commonly used neat and polymer-modified binders in Oklahoma from different sources using the Asphalt Binder Test (ABT) device. The results of the ABT test will be verified with the traditional American Association of State Highway Transportation Officials (AASHTO) M 320 specification to ensure confidence. Also, this study will evaluate binders with Engineered Crumb Rubber (ECR), and US Polyco Rapid Digestion Process (RDP) rubber modifiers using the ABT and AASHTO M 320 specification. Based on the test results, the ANN model will be retrained following a physics-informed process to predict the continuous PG of the crumb-rubber modified binders. In addition, this study will evaluate the properties of the RAP binder blends. The continuous PG grades of binders blended with RAP extracted binders will be tested using the ABT device. The maximum percentage of RAP binder for blending will be determined in consultation with the Oklahoma Department of Transportation (ODOT) and the consultant. The test data will be used to retrain the ANN model for better prediction of the PGs of reclaimed asphalt pavement (RAP) binder blends. In addition, field cores will be collected from asphalt pavements exhibiting premature distresses and failures with the help of ODOT. The extracted binder will be tested, and the results included in the ABT database. The effect of binder extraction using the automatic extractor and a relatively new and rapid method using Dichloromethane (DCM) on the continuous PGs will be studied selectively. Based on the review of literature, state DOT practices, test results, and consultant’s experience, preliminary guidelines will be developed for the implementation of the ABT test as a screening and/or QC tool.]]></description>
      <pubDate>Thu, 26 Sep 2024 16:16:09 GMT</pubDate>
      <guid>https://rip.trb.org/View/2434205</guid>
    </item>
    <item>
      <title>Evaluation of AC Binder Testing Results for Sensitivity to Kentucky Ideal-CT Test Results</title>
      <link>https://rip.trb.org/View/2417064</link>
      <description><![CDATA[Kentucky Transportation Cabinet (KYTC) recently introduced specifications for PG64-22 bituminous mix designs that are required to meet Ideal-CT and Hamburg values. The Cabinet is currently developing Ideal-CT and Hamburg values for PG76-22 bituminous mix designs. Since the introduction of the Ideal-CT and Hamburg mix design requirements, practitioners have observed that asphalt binder sources of the same grade may influence IDEAL-CT and Hamburg test results. Testing has found that different asphalt binder sources — holding other mix design parameters constant — yield different IDEAL-CT values. Updated specifications will improve pavement performance and lengthen the time between rehabilitations.]]></description>
      <pubDate>Mon, 12 Aug 2024 13:26:30 GMT</pubDate>
      <guid>https://rip.trb.org/View/2417064</guid>
    </item>
    <item>
      <title>The Utilization of Waster Plastic as a Polymer Modifier for Asphalt Binders</title>
      <link>https://rip.trb.org/View/2387099</link>
      <description><![CDATA[Polymer-modified asphalt (PMA) has shown great promise in improving the performance of flexible asphalt pavements at low, intermediate, and high temperatures by increasing pavement resistance to permanent deformation, thermal cracking, and fatigue cracking. Recently, waste plastics (WPs) have been explored for making PMAs and incorporating them in asphalt binder through wet processes due to WP abundance and their ability to act as bonding enhancers. Nebraska Department of Transportation (NDOT) is interested in exploring the use of WP as an alternative sustainable material for binder modification. This research effort can contribute to reducing, reusing, and recycling waste plastic materials while providing enhanced binders and asphalt mixtures.]]></description>
      <pubDate>Mon, 03 Jun 2024 14:46:17 GMT</pubDate>
      <guid>https://rip.trb.org/View/2387099</guid>
    </item>
    <item>
      <title>Investigation of Hot Mix Asphalt Aging Effect on Mechanical Properties of Mixes Based on Their Binder Performance Results</title>
      <link>https://rip.trb.org/View/2265859</link>
      <description><![CDATA[Because hot mix asphalt (HMA) pavement layers undergo a complex aging process over time that changes their physical and chemical properties, it is important to develop guidelines for designing HMAs with improved resistance to aging. Equally important is to implement such guidelines. This study aims to investigate the effects of HMA aging on the mechanical properties of mixes, including cracking and strength using an overlay tester, indirect tensile test, IDEAL-CT, and performance grades of associated binders. Binders will be extracted and recovered from laboratory-aged HMA specimens prepared as part of a previous UTEP study on HMA aging with varying percentages of reclaimed asphalt pavement (RAP), binder contents, mix types, aggregate sources, and additives. Even though the rutting and cracking performance of these specimens were thoroughly documented in the previous study, no rheological tests were conducted on the binders extracted from them. The present study will help understand the effect of HMA aging on changes in binder performance as a function of RAP percentage, aggregate quality, rejuvenator dosage and type, and asphalt content. The outcome of this project in terms of technology readiness can help with the modification of design guidelines to produce cost-effective and sustainable pavements that should safely last longer. The team will engage students from El Paso Community College and recruit a graduate student to conduct this project.
The following tasks will be pursued to accomplish the aforementioned goals: Task 1 – Determination of rheology of binders extracted and recovered from laboratory-aged HMA specimens previously prepared and preserved under another study; Task 2 – Analysis of impacts of aging on binder performance as a function of mix properties; Task 3 – Evaluation of relationships between properties of extracted binders and traditional binders; Task 4 – Recommendations for the optimization of hot mix asphalt design. Specifically, the impact of aging on the binders’ performance grades and volumetric properties of asphalt mixes will be evaluated and used in making recommendations for the DOTs for consideration of aging in mix designs. 
]]></description>
      <pubDate>Sat, 14 Oct 2023 07:29:14 GMT</pubDate>
      <guid>https://rip.trb.org/View/2265859</guid>
    </item>
    <item>
      <title>Development of a Refined Superpave Binder Purchase Specification</title>
      <link>https://rip.trb.org/View/2085721</link>
      <description><![CDATA[This research will conduct a critical review of emerging binder purchase specification approaches.]]></description>
      <pubDate>Fri, 16 Dec 2022 14:15:16 GMT</pubDate>
      <guid>https://rip.trb.org/View/2085721</guid>
    </item>
    <item>
      <title>Assessing Presence and Impact of REOB (Recycled Engine Oil Bottoms) on Asphalt (1.19)</title>
      <link>https://rip.trb.org/View/1994174</link>
      <description><![CDATA[Asphalt material producers sometimes incorporate Recycled Engine Oil Bottoms (REOB) into paving asphalt in order to alter its performance grade (PG). State Departments of Transportation express concern that REOB decreases pavement lifetime, even though it does not violate the specifications that are intended to ensure good performance. This research project assesses REOB in asphalt through two complementary approaches: (1) experimental measurements to detect presence of REOB in asphalt binders used in Rhode Island, and (2) molecular simulations to quantify mechanisms about how REOB alters asphalt mechanics, meaning viscosity and complex modulus G*. Prior work at URI has indicated that Inductively Coupled Plasma Mass Spectroscopy (ICP-MS) can identify REOB presence while simultaneously suggesting a metalbased fingerprint of asphalt chemistry. Other prior work at URI has developed nanoscale model systems that replicate asphalt properties within molecular dynamics simulations. In this project, the intent of approach (1) is to provide ICP-MS experimental data that complement simultaneous development at RIDOT of a REOB detection approach based on X-ray fluorescence (XRF). The intent of approach (2) is to identify rheological distinctions to anticipate between systems with and without REOB. Such perspectives can then be applied toward interpreting effects of REOB on measured asphalt DSR data and can guide rheology studies in future work.]]></description>
      <pubDate>Fri, 15 Jul 2022 14:34:14 GMT</pubDate>
      <guid>https://rip.trb.org/View/1994174</guid>
    </item>
    <item>
      <title>Evaluation of Saturates/Aromatics/Resins/Asphaltenes (SARA) Fractionation of Asphalt Binders in Louisiana</title>
      <link>https://rip.trb.org/View/1981518</link>
      <description><![CDATA[The objective of this research is to evaluate the characterization of asphalt binder through TLC/FID testing and SARA grouping.  The results will be further analyzed and compared with the available GPC results and other available characterizations of the asphalt binders.  Furthermore, the results will be correlated with performance.]]></description>
      <pubDate>Mon, 13 Jun 2022 12:07:17 GMT</pubDate>
      <guid>https://rip.trb.org/View/1981518</guid>
    </item>
    <item>
      <title>Effectiveness of Sustainable Asphalt Recycling Agents</title>
      <link>https://rip.trb.org/View/1978015</link>
      <description><![CDATA[Studies have shown improved resistance to rutting as a result of incorporating Reclaimed Asphalt Pavement (RAP) in Hot-Mix Asphalt (HMA), they have indicated concerns over premature fatigue failure and thermal cracking. Hence, many Departments of Transportation (DOTs) do not allow or limit the use of any RAP in the surface course HMA. The use of Asphalt Recycling Agents (ARAs) has been introduced for reducing the brittleness of HMA containing RAP. As a result, the use of a higher amount of RAP in asphalt mixes without compromising their resistance to rutting, fatigue cracking, and thermal cracking, is made theoretically possible. However, the effectiveness of different ARAs in increasing the flexibility of asphalt binder and their effects on the long-term performance of HMA remain unknown. Mainly due to the lack of laboratory and field performance data, a widely accepted specification that can be used to select, approve, or evaluate ARAs is not available. To this end, the proposed study will determine how ARAs affect the rutting and cracking resistance of the asphalt mixes and binders containing RAP. This objective will be achieved by conducting a comprehensive laboratory testing program on asphalt binders and mixes.]]></description>
      <pubDate>Thu, 09 Jun 2022 15:25:35 GMT</pubDate>
      <guid>https://rip.trb.org/View/1978015</guid>
    </item>
    <item>
      <title>Evaluations of FHWA Research &amp; Technology Program Projects. Evaluation of the Asphalt Binder Quality Tester (TFPE-01)</title>
      <link>https://rip.trb.org/View/1957072</link>
      <description><![CDATA[The FHWA Research and Technology (R&T) Evaluation Program seeks to assess and communicate the benefits of FHWA's R&T efforts; ensure that the organization is expending public resources efficiently and effectively; and build evidence to shape and improve policymaking. Beginning in 2019, FHWA requested that the Transportation Research Board be directly involved in managing evaluations of selected projects. 
The asphalt binder quality test (ABQT) is a rapid testing device that measures deflection and recovery in a sample of asphalt binder and then estimates the performance grade of the binder sample. Binder quality is an important component of asphalt quality, affecting the quality and performance of asphalt pavement. Compared with most existing binder testing equipment, the ABQT is smaller, requires less calibration, and uses smaller sample volumes, making it more portable and easier to use. The ABQT has the potential to provide test results more rapidly at a project site or in a state testing laboratory. This could allow for an increased number of samples tested, which can help State DOTs and project managers better detect out-of-specification binder before it is paved. 
For project TFPE-01, "Asphalt Binder Quality Tester", RTI International was tasked to evaluate the process by which ABQT research was selected and conducted. The effort also included an evaluation of activities to promote the adoption of ABQT by state departments of transportation along with an assessment of barriers to adoption of the ABQT by public- and private-sector entities. A quantitative estimate of the potential benefits of the ABQT was also developed.]]></description>
      <pubDate>Fri, 27 May 2022 12:41:07 GMT</pubDate>
      <guid>https://rip.trb.org/View/1957072</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>
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