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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>SPR-5027: Evaluation of Recycled Concrete Pavement (RCP) for Base and Subbase Layers</title>
      <link>https://rip.trb.org/View/2698666</link>
      <description><![CDATA[This research will evaluate the feasibility, performance, and cost-effectiveness of incorporating recycled concrete pavement (RCP) into pavement base and subbase layers and subgrade replacement. The study will focus on mechanical, hydraulic, and durability characteristics of RCP gradations, fines control strategies, and field validation, aiming to provide practical implementation guidelines for the Indiana Department of Transportation (INDOT) pavement design framework. Further, the study will explore the viability of blending RCP with local fine-grained soils (such as American Association of State Highway and Transportation Officials (AASHTO) A-7-6 as a strategy to mitigate calcium leaching and reduce the risk of tufa formation, while maintain adequate drainage performance.]]></description>
      <pubDate>Wed, 06 May 2026 15:26:33 GMT</pubDate>
      <guid>https://rip.trb.org/View/2698666</guid>
    </item>
    <item>
      <title>Field Performance Study of Plastics-Amended Asphalt for Roadway Construction</title>
      <link>https://rip.trb.org/View/2696020</link>
      <description><![CDATA[In the previous study, the research team collaborated with the City of Battle Ground in Washington and constructed a test road incorporating plastics amendments in 2024, using the dry method. The objectives of this study are to:
(1)	Evaluate the field performance of plastic-amended asphalt and compare it to conventional asphalt sections.
(2)	Assess the impact of plastics in asphalt on skid resistance of vehicles.
]]></description>
      <pubDate>Thu, 23 Apr 2026 16:48:47 GMT</pubDate>
      <guid>https://rip.trb.org/View/2696020</guid>
    </item>
    <item>
      <title>Innovative Materials for Improved Roadway Mobility and Drainage Efficiency</title>
      <link>https://rip.trb.org/View/2677558</link>
      <description><![CDATA[Flood-related roadway closures and drainage failures cause major travel delays, increase congestion, and pose risks to public health and safety. Conventional stormwater culverts or highway drainage made from plastic, such as Polyvinyl Chloride (PVC) or High-Density Polyethylene (HDPE), are vulnerable to deformation, cracking, and chemical degradation, particularly in high-temperature or chemically aggressive soils. This project develops and evaluates advanced recycled HDPE composites reinforced with carbon nanotubes for use in drainage pipes and highway culvert systems, designed to maintain roadway mobility and performance during extreme rainfall, with an emphasis on public health and safety benefits and long-term roadway performance.  

Laboratory-scale fabrication and mechanical testing will optimize the composition of carbon nanotube-reinforced recycled HDPE blends for improved fracture strength, chemical resistance, and physical properties. Past research by the PI has previously produced and evaluated nanoclay-reinforced recycled plastic, demonstrating established expertise in composite preparation and testing.   

The research team will collaborate with Texas Department of Transportation (TxDOT), El Paso Water Utilities, and El Paso County to validate the material in representative stormwater applications and to assess long-term material performance under demanding exposure conditions such as ultraviolet radiation and high temperatures. By utilizing recycled HDPE, the project reduces material waste while improving performance and supporting long-term infrastructure reliability. The project will also conduct performance analysis and compare lifecycle costs against conventional PVC or HDPE systems, providing guidelines for integrating innovative polymer composites into transportation drainage infrastructure that support efficient roadway operation and reduced flood-related mobility disruptions. This project undertakes breakthrough research by applying carbon nanotubes to strengthen recycled thermoplastics for stormwater drainage systems. It is an innovative effort combining material science, hydraulic engineering, and laboratory-scale testing.    

  ]]></description>
      <pubDate>Wed, 04 Mar 2026 13:53:43 GMT</pubDate>
      <guid>https://rip.trb.org/View/2677558</guid>
    </item>
    <item>
      <title>Ladle Furnace Slag Properties When Blended with Dolomitic Underutilized Quarry Materials</title>
      <link>https://rip.trb.org/View/2677554</link>
      <description><![CDATA[Dolomite, a mineral commonly found in Illinois quarries, may be used to improve the durability and stability of road foundations when stabilized with other materials. This project explores the use of ladle furnace slag, a material formed when making steel, as a way to reduce cement content in dolomitic materials while maintaining performance. Researchers aim to optimize the ratio of cement content, ladle furnace slag and fine-grained dolomite to create more durable road foundations. Effectively determining the ratio will help to reduce the cost of cement within dolomitic materials as well as open a market for underutilized quarry materials.]]></description>
      <pubDate>Wed, 04 Mar 2026 09:16:47 GMT</pubDate>
      <guid>https://rip.trb.org/View/2677554</guid>
    </item>
    <item>
      <title>MIT-Dowel-Scan Pilot Implementation </title>
      <link>https://rip.trb.org/View/2673060</link>
      <description><![CDATA[The purpose of this pilot project is to evaluate and implement the use of the MIT-DOWEL-SCAN system to accurately assess dowel bar alignment in Missouri Department of Transportation (MoDOT) concrete pavement projects. The selected researcher will utilize the Improve I-70 Design-Build expansion project as a testbed to develop a proof of concept and establish project requirements. The I-70 Design-Build teams will provide reasonable assistance with testing activities. The researcher must coordinate closely with the contractor’s schedule to ensure timely and non-disruptive testing. Researchers must follow all MoDOT safety procedures and well as any specific safety procedures or requirements of the responsible construction contractor.]]></description>
      <pubDate>Tue, 24 Feb 2026 15:05:02 GMT</pubDate>
      <guid>https://rip.trb.org/View/2673060</guid>
    </item>
    <item>
      <title>Evaluation of Ride Quality and Tining/Finishing Practices for Concrete Pavements</title>
      <link>https://rip.trb.org/View/2671982</link>
      <description><![CDATA[Many state departments of transportation (DOTs), including Wisconsin Department of Transportation (WisDOT), use the International Roughness Index (IRI) to assess ride quality. The researchers shall review WisDOT’s incentives and disincentives for IRI Ride and compare them to practices with neighboring states. This study will guide the incorporation of ride quality considerations into Wisconsin’s Facility Development Manual (FDM), ensuring that the design process accounts for the elements necessary to produce good ride quality. These elements include traffic staging, lane width consistency, the need for tining or turf drag, and the handling of horizontal/vertical curves. The FDM should also include guidance on integrating ProVAL software into the design stage to predict achievable ride quality before construction begins.]]></description>
      <pubDate>Wed, 18 Feb 2026 11:18:56 GMT</pubDate>
      <guid>https://rip.trb.org/View/2671982</guid>
    </item>
    <item>
      <title>Evaluation of Hamburg Wheel Tracking Test (HWTT) for Rutting Resistance Assessment</title>
      <link>https://rip.trb.org/View/2671980</link>
      <description><![CDATA[The primary objectives of this project are to determine if the Hamburg Wheel Tracking Test (HWTT) test accurately represents rutting and stripping behaviors of fine-graded asphalt pavement design mixtures, and make appropriate adjustments to the HWTT criteria and/or propose and develop a representative rutting test that allows Wisconsin Department of Transportation (WisDOT) to retain the benefits of fine-graded mixes while supporting the state’s goal of fully implementing balanced mix design concepts. WisDOT expects to use the results and recommendations of this research study to support the acceptance of performance-based asphalt pavement designs. Practical candidate test procedures must also be considered for production. WisDOT has conducted significant external and internal research efforts in the past several years toward the implementation of Balanced Mix Design (BMD) to improve the performance of asphalt mixtures in Wisconsin. Based on experience, WisDOT has observed a tendency of the HWTT to rank fine-graded mixtures as having more rutting potential than coarse-graded mixtures. This tendency is noticeable even when rutting in the field is not a primary concern regarding the performance of fine-graded mixtures. A reliable BMD performance test is expected to be sensitive to changes in mixture components, but it also should have a good correlation with the field performance. Because the current rutting performance of fine-graded mixtures in Wisconsin is satisfactory, WisDOT does not want to implement the BMD approach using the HWTT as a rutting performance indicator if the test is going to lead mixture designers to develop coarser gradation mixture designs. It is, therefore, critical for WisDOT to investigate what factors drive HWTT results and understand how BMD specifications could be written to allow for finer mixtures while properly representing their field performance.]]></description>
      <pubDate>Wed, 18 Feb 2026 11:14:14 GMT</pubDate>
      <guid>https://rip.trb.org/View/2671980</guid>
    </item>
    <item>
      <title>Demonstration Projects for Engineering the Foundation Layers for Long-Life Pavement Systems</title>
      <link>https://rip.trb.org/View/2663575</link>
      <description><![CDATA[Main study objectives include: (1) Provide technical support to SHAs for building long-life pavement systems pilot projects using optimized pavement and foundation design solutions that achieve the design assumptions for the foundation materials, including developing a Quality Assurance Program (QA) that addressed field performance verification measurements during construction. Technical support elements include: a. Determine, on statewide basis (representative materials), if the design values are being achieved using spot plate load tests. The test results will be used to populate a database for each SHA with results of what is being achieved for various foundation materials with current specifications compared to design assumptions. This data is strategic in understanding where there is opportunity to significantly improve pavement performance and optimize designs. b. Determine, at project level, if the construction quality verification is delivering design modulus and verify with 100% mapping. c. Establish a process for QA in compliance with 23 CFR Part 637, Subpart B (Quality Assurance Procedures for Construction) and provide technical assistance to SHA. d. Develop draft specifications that incentivize quality the foundation layers. (2) Develop the methodology for a modern pavement foundation design.]]></description>
      <pubDate>Mon, 02 Feb 2026 19:14:27 GMT</pubDate>
      <guid>https://rip.trb.org/View/2663575</guid>
    </item>
    <item>
      <title>Data-driven assessment of rigid pavement vulnerability in Texas coastal regions</title>
      <link>https://rip.trb.org/View/2663108</link>
      <description><![CDATA[This research aims to evaluate the vulnerability of rigid pavements in two major coastal districts of Texas (i.e., Beaumont and Houston) spanning about 900 miles using data-driven approaches. Particularly, the study will (1) identify the key factors contributing to rigid pavement distress under dynamic coastal weather conditions, and (2) develop data-driven strategies to enhance the durability and performance of these pavement networks. Multi-source datasets, such as weather, geotechnical, traffic, coastal proximity, and pavement conditions, will be collected and integrated to support this analysis. Weather data, including temperature and precipitation, will be obtained from national and global databases such as NOAA’s National Centers for Environmental Information (NCEI) and NASA Earthdata/GES DISC. Soil classification and geotechnical attributes will be sourced from the NRCS SSURGO (Soil Survey Geographic Database), while coastal proximity data will be derived from Google Earth. Traffic volumes and loading data will be gathered from TxDOT’s Statewide Traffic Analysis and Reporting System (STARS II). Pavement condition metrics, including distress quantity, distress score, condition score, and ride quality, will be extracted from the Texas Department of Transportation (TxDOT)’s Pavement Management Information System (PMIS) and supplemented with satellite imagery. By integrating these datasets, the project will perform statistical and spatial analyses to establish correlations between weather variables, geotechnical conditions, traffic patterns, and pavement performance indicators.]]></description>
      <pubDate>Thu, 29 Jan 2026 19:58:17 GMT</pubDate>
      <guid>https://rip.trb.org/View/2663108</guid>
    </item>
    <item>
      <title>Use of “Plazrok” Aggregate to Produce Durable Grade 3.0 and 4.0 Concrete</title>
      <link>https://rip.trb.org/View/2652729</link>
      <description><![CDATA[The rising demands for high-quality aggregates, alongside efforts to reduce the environmental impact of mining, have encouraged using recycled material as aggregate in concrete. Over the decades, plastic production has surged, yet only 25% of used plastics have been recycled or incinerated (US EPA 2023). Numerous studies investigating the strength development and modulus of elasticity of concrete containing plastic waste as an aggregate have reported reduced strength and stiffness with increasing replacement levels. Despite this reduction in strength compared to traditional mixes, Kansas State University developed mixtures containing Plazrok, a commercially available extruded product containing fly ash, waste plastics, and glass, that achieved sufficient strength (5264 psi) to be classified as grade 4.0 concrete.
The increasing replacement of mined aggregate with Plazrok was found to have a greater impact on the compressive strength than the modulus of rupture and tensile strength. Furthermore, structural testing of a 10-inch by 6-inch by 12-foot beam demonstrated that a beam containing Plazrok (at 30% replacement level) performed similarly to other lightly reinforced normal-weight concrete members. Moisture corrections (to account for the wash water of the concrete truck drum) were not applied during this preliminary investigation, therefore, the reported mechanical properties may be an underestimation. Another issue identified during this preliminary study was the potential for Plazrok to float to the top of the forms, but no segregation was observed in hardened concrete samples.
Building on these experiences, the primary goal of this study is to develop grade 3.0 and 4.0 concrete with maximum possible Plazrok content. Environmental Produce Declarations (EPDs) for successful mixture designs will be produced to help demonstrate the environmental impact of such concretes. Segregation will be monitored as it is a known possible issue and, if observed, will be controlled by modifying the viscosity of the paste and/or increasing the fine/coarse aggregate ratio for the concrete mixture.
Another focus area will be studying the freeze-thaw durability of Plazrok concrete. Since Plazrok particles have low absorption and stiffness, and the concrete containing Plazrok retained tensile strength (compared to the control), it could be hypothesized to have satisfactory freeze-thaw durability provided the paste is protected with adequate air content. If deemed freeze-thaw durable, concrete containing Plazrok could be suitable for outdoor applications like sidewalks, provided they meet the strength requirement for grade 4.0 concrete.
Since aggregates impact the stress-strain behavior of concrete, this project will also document elastic properties for plazrok concrete. Furthermore, impact on other mechanical, durability, and fresh properties such as modulus of rupture, shrinkage, permeability, slump, etc. will also be recorded.
]]></description>
      <pubDate>Tue, 13 Jan 2026 16:28:22 GMT</pubDate>
      <guid>https://rip.trb.org/View/2652729</guid>
    </item>
    <item>
      <title>Evaluation of Longitudinal Joint Densities of Asphalt Pavements in Kansas</title>
      <link>https://rip.trb.org/View/2652473</link>
      <description><![CDATA[The longitudinal joint between hot-mix asphalt (HMA) mats is often the weakest part of a bituminous concrete pavement. These joints often deteriorate fast under traffic because cracks in them allow water to ingress into the pavement, leading to further disintegration. Many studies, including one by the Federal Highway Administration (FHWA) and the Asphalt Institute in 2012, have fully recognized this. 

It is believed that the longitudinal cracks result primarily from the density gradient encountered across the joint during HMA construction.  This density gradient can be attributed to low density at the unconfined edge when the first lane is paved and relatively high density at the confined edge when the adjacent lane is paved. The water infiltrates through the low-density area with high air voids and results in premature failures. The other causes of longitudinal cracks include loss in temperature during rolling; height differential due to poor construction (difficulty in compacting the unconfined edges) or differential settlements; residual stress (occurring at the wheel path as the HMA mat density increases) that exceeds the tensile strength of the HMA; and temperature and environmental forces. 

Asphalt pavement joints can be cold or hot. The cold joints occur where the first lane pavement has cooled overnight or longer, before the next lane is placed or where the first lane is carried so far ahead that the face has cooled to well below 120o F. Hot joints are produced by two pavers operating in echelon spaced close enough together so that the lane placed first does not cool significantly before the other lane is placed. There are many conventional joint compaction techniques such as rolling from the hot side, rolling from the cold side, and echelon paving. Various longitudinal joint construction techniques are being practiced now with varying results.
 
Starting in October 2002 letting, the Kansas Department of Transportation (KSDOT) added longitudinal joint density (for HMA lift thickness greater than 1 in.) evaluation procedure to all bituminous pavements as a subsection 603.03(e)(2) in Special Provisions 90M-6917 following the specifications of the Texas Department of Transportation. The traveled way joint density was evaluated by taking two or three Nuclear Density Gauge readings in the transverse direction one paver-width wide. The traveled-way joint density, either one or two locations, is subtracted from the interior density and the difference in density compared to the allowable limits. The acceptable criterion for the joint density was interior density-joint density < 50 kg/m3.  Since then, the specification has been modified as (Interior Density - Joint Density) ≤3.0 lb/ft3 or Joint Density ≥ 91.0% of Gmm, where Gmm is the theoretical maximum HMA specific gravity.  

Many agencies including the U.S. Army Corps of Engineers, Connecticut DOT, Michigan DOT, and Pennsylvania DOT have established pay schedules for joint densities. Thus, research on potential pay schedules for joint densities in Kansas to improve the quality of HMA pavement construction is worth pursuing. 
]]></description>
      <pubDate>Tue, 13 Jan 2026 15:50:31 GMT</pubDate>
      <guid>https://rip.trb.org/View/2652473</guid>
    </item>
    <item>
      <title>Enhancing Airport Runway Safety through Drone-Based Inspection Systems</title>
      <link>https://rip.trb.org/View/2652212</link>
      <description><![CDATA[Kansas Department of Transportation (KDOT) aims to improve the safety and efficiency of airport runway inspections using drone technology. Currently, runway inspections are carried out through manual and vehicle-based methods, which are time-intensive, costly, and may not provide the level of detail necessary for identifying all potential safety issues. Additionally, these methods can disrupt runway operations and pose risks to inspection personnel.
Integrating high-accuracy drones equipped with imaging technology and deep learning algorithms provides a solution. By leveraging AI models for automated defect detection and classification, this approach enables KDOT to quickly identify potential hazards, quantify runway conditions, and develop a standardized health index, such as the Pavement Condition Index (PCI), for long-term maintenance planning.]]></description>
      <pubDate>Tue, 13 Jan 2026 15:04:34 GMT</pubDate>
      <guid>https://rip.trb.org/View/2652212</guid>
    </item>
    <item>
      <title>Develop Best Practice to Improve CRCP Performance near Transverse Construction Joints</title>
      <link>https://rip.trb.org/View/2652074</link>
      <description><![CDATA[The research team will develop best practices to enhance the performance of continuously reinforced concrete pavement (CRCP) near transverse construction joints (TCJs). To support this effort, the research team will identify key construction variables that affect concrete compaction quality near TCJs through a combination of literature review, surveys, field investigations, and statistical analysis. Based on the findings, the research team will develop evidence-based recommendations to ensure acceptable concrete compaction quality and performance of manually constructed TCJs. Upon approval by the Texas Department of Transportation (TxDOT), the research team will propose revisions to the statewide standard specifications, CRCP design standards, and quality control procedures related to TCJs.]]></description>
      <pubDate>Fri, 09 Jan 2026 16:35:38 GMT</pubDate>
      <guid>https://rip.trb.org/View/2652074</guid>
    </item>
    <item>
      <title>Establishing Applicability of TSD Measurements for Rigid Pavement Assessment  </title>
      <link>https://rip.trb.org/View/2646970</link>
      <description><![CDATA[The Traffic Speed Deflectometer (TSD) offers significant advantages over traditional pavement evaluation methods like the Falling Weight Deflectometer (FWD) by enabling continuous, rapid assessment at traffic speeds, measuring deflection velocity profiles as opposed to the static deflection basins acquired by the FWD. However, the sensitivity of the TSD's laser Doppler sensors, particularly when applied to rigid pavements characterized by low magnitude deflections and inherent measurement variability, has hindered the reliable backcalculation of deflection parameters and consequently limited their usability for detailed structural evaluation. This research proposes to establish the applicability of TSD sensor measurements to establish means to estimate the structural integrity of jointed concrete pavements, in particular their load transfer efficiency. To that end, a comprehensive numerical simulation will be carried out to evaluate the impact of key rigid pavement parameters on measured deflection velocities to identify sensors that may be best suited for establishing relationships to estimate load transfer efficiency, with subsequent validation using existing field data from established test site databases. Ultimately, this research will provide pavement engineers with a clearer understanding of the capabilities of TSD technology for rigid pavement evaluation, enabling more informed decisions regarding its practical application in network-level structural assessment and the derivation of meaningful structural indicators. 

This study will employ a two-pronged approach. By means of numerical simulation, the dynamic response of rigid pavements under wheel loads will be developed, replicating the loading conditions of a TSD. This simulation will systematically investigate the influence of critical pavement parameters, such as slab thickness, modulus of subgrade reaction, joint stiffness, and the presence of anomalies.  The findings will then be validated using existing field data obtained from well-documented rigid pavement test sections where both TSD and FWD are available. By comparing simulated and measured deflection velocities and subsequently calculating analogous deflection indices, including a TSD-derived joint load transfer efficiency, the research will establish the conditions under which TSD data provides reliable information for rigid pavement assessment and determine the correlation and applicability of these new indices relative to established FWD-based indicators. ]]></description>
      <pubDate>Tue, 06 Jan 2026 17:26:07 GMT</pubDate>
      <guid>https://rip.trb.org/View/2646970</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>
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