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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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    <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>
    <image>
      <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>Stick &amp; Scan: Perching Uncrewed Aerial System for Efficient In-Situ Non-Destructive Inspection of Transportation Infrastructure</title>
      <link>https://rip.trb.org/View/2622014</link>
      <description><![CDATA[This project aims to develop and demonstrate a perching-capable Uncrewed Aerial System (UAS) for efficient, in-situ non-destructive evaluation (NDE) of transportation infrastructure, particularly in difficult-to-access locations such as the undersides of bridges. While UAS platforms are widely used for visual inspection, their application for contact-based NDE is rather limited due to challenges in stability, power consumption, and force control during flight. To address these challenges, the proposed UAS integrates a thermoplastic-based perching mechanism and a planar sensor positioning system, enabling stable attachment to structural surfaces and precise scanning using contact sensors. The research has two primary objectives: (1) to design and build a perching UAS platform, and (2) to demonstrate its feasibility for deploying contact-based NDE technologies in both lab and field settings. An external advisory board will guide feasibility testing and support technology transfer. This project addresses U.S. DOT goals related to infrastructure safety and resilience and is expected to advance automated inspection methods while reducing risks to human inspectors. Outcomes will be disseminated through workshops, webinars, and conference presentations targeting practitioners and industry stakeholders.]]></description>
      <pubDate>Tue, 11 Nov 2025 15:06:01 GMT</pubDate>
      <guid>https://rip.trb.org/View/2622014</guid>
    </item>
    <item>
      <title>SPR-5014: Polymeric Overlays Performance Assessment</title>
      <link>https://rip.trb.org/View/2601507</link>
      <description><![CDATA[INDOT seeks to evaluate/predict polymeric overlay effectiveness, including analyzing non-destructive test results and the influence of bridge and environmental factors, how often polymeric overlays contracts involve a warranty, optimal warranty period, and effect of changes in polymeric overlay specification and schedule. Information on nationwide practices will be solicited. The study outputs will include methods to estimate polymeric overlay longevity, the role of warranties, and project delivery recommendations.]]></description>
      <pubDate>Thu, 18 Sep 2025 16:03:45 GMT</pubDate>
      <guid>https://rip.trb.org/View/2601507</guid>
    </item>
    <item>
      <title>Concrete Strength Sensing Using REBEL Sensors</title>
      <link>https://rip.trb.org/View/2595171</link>
      <description><![CDATA[Accurately determining the strength of in-place concrete helps to ensure its quality, avoid premature failure and keep construction projects on track. This project will evaluate the use of REBEL (resonance-based embedded layer) sensors, which nondestructively assess real-time strength of concrete, for use in Illinois Department of Transportation projects. Researchers will evaluate the accuracy, reliability and practicality of REBEL sensors compared to IDOT’s currently specified test methods. The results of this project will help IDOT decide if it can incorporate acoustic resonance methods, like REBEL sensors, into its specifications as well as determine the validity of REBEL sensors for use in IDOT projects. Allowing this method into IDOT’s specifications can potentially enhance overall quality control/assurance as well as provide accurate and real-time strength data that will help determine if a roadway can open early to the public.
]]></description>
      <pubDate>Tue, 02 Sep 2025 11:41:16 GMT</pubDate>
      <guid>https://rip.trb.org/View/2595171</guid>
    </item>
    <item>
      <title>Local Resonances-based NDE Technique for Rail Flaw Detection</title>
      <link>https://rip.trb.org/View/2572328</link>
      <description><![CDATA[Rail internal defects have been one of the leading causes of track-related accidents. Rail internal defects can reduce cross-sectional area and introduce stress concentration. Moreover, they can develop with normal, rapid, and sudden growth rates. If left undetected, internal defects can result in broken rails, train accidents, and derailments, where sudden rail rupture can occur without warning. Accurate and reliable rail flaw detection is therefore critically important for improving safety and reliability and minimizing the risks of accidents induced by rail internal defects. Nondestructive evaluation (NDE) techniques, including roller search unit (RSU), ultrasound A-Scan, and phased array, have been employed to detect rail internal defects but their performance or accessibility has been limited. This project will develop a new technology using a newly identified wave propagation phenomenon  (local resonances in rails) for rail defect detection.  These local resonances feature highly localized energy and signature frequencies that are governed by the geometry and material properties of a rail. These local resonances were found to be sensitive to internal defects over the full rail cross-section and are easy to measure. A low-cost contactless acoustic sensing prototype will be developed that would generate local resonances in rails. These resonances will provide flaw detection capability over the full rail section. The prototype’s sensing configuration will be simple and robust and, compared with existing NDE techniques, it will not require sophisticated/expensive sensors or data acquisition systems. It will combine fast data collection with efficient data processing to produce timely critical damage alert. If successful, the project is expected to have a significant impact of the current state of practice for accuracy and practicality with regard to determining the presence and severity of internal rail defects.

 ]]></description>
      <pubDate>Tue, 08 Jul 2025 16:46:41 GMT</pubDate>
      <guid>https://rip.trb.org/View/2572328</guid>
    </item>
    <item>
      <title>Correlating In-situ Rapid Concrete Durability Test With Standardized Methods Via Pore Structure Analysis</title>
      <link>https://rip.trb.org/View/2549027</link>
      <description><![CDATA[This project seeks to evaluate the concrete durability through the development and optimization of a novel, non-destructive, rapid in-situ testing method known as the Water Pressure Drop Test (WPDT). Traditional methods for assessing concrete durability, such as the rapid chloride penetration test (RCPT), bulk resistivity, and rapid freeze-thaw tests, require extensive sample preparation, precise laboratory conditions, and significant time investments, often making them impractical for field use. In contrast, the WPDT enables the assessment of concrete durability on site in as little as 20 minutes, eliminating the need for sample damage or prolonged saturation processes.]]></description>
      <pubDate>Sun, 04 May 2025 15:27:45 GMT</pubDate>
      <guid>https://rip.trb.org/View/2549027</guid>
    </item>
    <item>
      <title>NRRA: Establishing Applicability of NDT Methods for Project-Level Evaluation</title>
      <link>https://rip.trb.org/View/2434199</link>
      <description><![CDATA[Despite the accelerated development of an array of nondestructive testing (NDT) devices in the last decades, their use in a meaningful way in the design stage has not been done systematically. Each device has certain limitations and is applicable under specific conditions. The objective of this project is to establish the usefulness and the probability of successful detection of defects by traditional and new NDT methods so that pavement engineers will know which NDT device to deploy when, and how to use the data. The objectives of this project can be summarized in the following manner:
What is the extent of defects that different NDT devices can detect with sufficient confidence in different pavement layers?
What is the accuracy of the prediction of responses of pavement under different NDT devices for different pavement types?]]></description>
      <pubDate>Thu, 26 Sep 2024 15:22:10 GMT</pubDate>
      <guid>https://rip.trb.org/View/2434199</guid>
    </item>
    <item>
      <title>SPR-4925:  A Synthesis Study to Identify and Make Recommendations on The Appropriate Nondestructive Testing Tools for Bridge Beam Ends, Piers, Abutments</title>
      <link>https://rip.trb.org/View/2434096</link>
      <description><![CDATA[The goal of this research is to identify suitable nondestructive testing (NDT) tools and techniques for bridge piers, beam ends, and abutments. This will result in time and cost savings without compromising structural integrity and improve the comprehension of inspectors and asset engineers regarding the application of NDT tools for specific issues.]]></description>
      <pubDate>Wed, 25 Sep 2024 09:12:34 GMT</pubDate>
      <guid>https://rip.trb.org/View/2434096</guid>
    </item>
    <item>
      <title>Phase II: Continuous Asphalt Mixture Compaction Assessment using Density Profiling System (DPS)</title>
      <link>https://rip.trb.org/View/2417093</link>
      <description><![CDATA[The density of an asphalt pavement after construction is a key indicator of its durability and ability to withstand traffic demands in the coming years. Achieving desired and consistent pavement density can have tremendous impact on pavement life, with small differences having major cost implications for future maintenance, repair and reconstruction. Drilling and testing core samples remains a common method for testing density, but such spot checks are time intensive, damage the pavement and cannot accurately represent the density of the entire paved area. A promising alternative is the dielectric profiling system (DPS), sometimes referred to as a density profiling system, which uses noninvasive ground-penetrating technology at the pavement’s surface to measure and report the density of the area in real time, continuously and completely. However, while the science is sound, many questions stand as barriers to deployment of DPS in the field. To develop DPS into an effective and efficient technology that can be put into practice, Transportation Pooled Fund study TPF-5(443) was initiated in 2020, funded by lead organization Minnesota Department of Transportation (MnDOT), 13 additional state DOTs and the Federal Highway Administration (FHWA). This pooled fund study undertook research and study in seven tasks areas: (1) software and hardware improvements; (2) development of American Association of State Highway and Transportation Officials (AASHTO) data collection and analysis specification; (3) precision and bias testing; (4) equipment and operator certification; (5) support communications; (6) training and technical assistance; and (7) promotion of DPS technology. Representatives from national and state transportation agencies, academia and industry provided study guidance and oversight over findings, as documented at https://www.dot.state.mn.us/materials/dps/, and together moved this technology forward by determining barriers to the implementation of DPS for field measurement and acceptance, as well as tools and paths to overcome these barriers.  Laboratory and field full-scale testing was expanded to include simulation work by the FHWA Nondestructive Evaluation (NDE) Laboratory at Turner Fairbanks that shows promise in defining optimal conditions and best use of DPS technology. Near the end of the pooled fund study, which is scheduled to come to a close in late 2024, participants in an informal poll unanimously agreed that a second phase of the study is needed  to completing the study’s mission with emphasis on assisting states in implementation. 

All states (whether they were members of the initial phase or not) are encouraged to join the 2nd phase of this pooled fund, as the workplan will be designed to build on the successes of the previous phase as well as the fresh perspectives of new agencies joining for phase II.

Objectives: The objective of the ongoing pooled-fund project is to use DPS to improve density construction leading to longer lasting pavements.  In addition, the goal is to reduce the need for destructive methods such as coring in evaluating the in-place density to improve both safety and coverage of the evaluation process.  Phase II will include both research and implementation track activities.  The second phase of the pooled-fund project will continue to build upon and advance the progress made in Phase I by answering technical and practical questions related to DPS and developing tools and guidance for implementing DPS in the field as a best practice for density measurement.]]></description>
      <pubDate>Mon, 12 Aug 2024 15:46:42 GMT</pubDate>
      <guid>https://rip.trb.org/View/2417093</guid>
    </item>
    <item>
      <title>Investigation of Piezoelectric and Other Advanced Sensors in Concrete</title>
      <link>https://rip.trb.org/View/2398090</link>
      <description><![CDATA[The overall objective of this study is to determine if these new sensors actually measure in-place compressive strength of concrete as stated. Additionally other advanced sensors will also be investigated. 

The specific objectives of this research are as follows: (1) review the state-of-the practice for piezoelectric and other NDT compressive strength sensors; (2) review the state-of-the practice for in-situ surface and bulk resistivity sensors; (3) laboratory testing of sensors; (4) field testing of sensors; and (5) cost-benefit analysis of adopting new technology providing it is feasible.
]]></description>
      <pubDate>Fri, 28 Jun 2024 09:18:35 GMT</pubDate>
      <guid>https://rip.trb.org/View/2398090</guid>
    </item>
    <item>
      <title>Development of a Nondestructive Imaging Tool to Identify Deficiencies in External Tendons Containing Flexible Fillers</title>
      <link>https://rip.trb.org/View/2353363</link>
      <description><![CDATA[The technical goal of this work is to modify the design of unit hardware and software for application to detection in wax-filled external post-tensioned tendons. The modification will be informed through modeling and experimental efforts to identify optimal operating parameters (frequency range, amplitude, sensor type and size, etc.) that maximize the sensitivity of TIU for detection of filler deficiencies within wax-filled external tendons.]]></description>
      <pubDate>Mon, 03 Jun 2024 14:50:07 GMT</pubDate>
      <guid>https://rip.trb.org/View/2353363</guid>
    </item>
    <item>
      <title>Development of Automated Non-Destructive Testing Equipment Incorporating Magnetic Based Technology and Ultrasound Technology Combined with Robotic and Artificial Intelligence for Accelerated Inspection of External Tendons</title>
      <link>https://rip.trb.org/View/2382064</link>
      <description><![CDATA[The main objective of the research is to develop similar technologies for accelerated inspection of external tendons, incorporating several new technologies and inspection methods in an inspection equipment. Specifically, project objectives will include, incorporation of a) MFL technology for identifying section loss and areas with corrosion activities, b) Customized robots for accelerated testing, c) Artificial intelligence for assisting operator to make optimized decision, using algorithms that will be developed based on data to be developed under task 3.]]></description>
      <pubDate>Mon, 03 Jun 2024 14:25:52 GMT</pubDate>
      <guid>https://rip.trb.org/View/2382064</guid>
    </item>
    <item>
      <title>Fast and Efficient Welding Inspection of Structural Steel Using Adaptive Phased Array Ultrasonic NDT</title>
      <link>https://rip.trb.org/View/2342179</link>
      <description><![CDATA[The purpose of this study is to conduct a comprehensive assessment towards a technical guideline and recommendations for fast and efficient ultrasonic non-destructive testing (NDT) methodology and procedure for full inspection of welding and weldment in steel structures based on phased array ultrasonic testing (PAUT) technique. The study aims to provide information toward understanding the potential types of defects and flaws in weldment of steel structures, the significance of effect of flaws on quality of the welding and importance of their detection and assessment. The current ultrasonic NDT techniques will be evaluated for their performance in required welding inspection. Ultimately, the goal is to study the advanced PAUT technique as a potential NDT method for efficient and accurate welding inspection in steel structures for GDOT.  ]]></description>
      <pubDate>Wed, 21 Feb 2024 08:16:42 GMT</pubDate>
      <guid>https://rip.trb.org/View/2342179</guid>
    </item>
    <item>
      <title>Development of In-situ Fracture Toughness Evaluation for Bridge Safety</title>
      <link>https://rip.trb.org/View/2341566</link>
      <description><![CDATA[This research will develop and evaluate non-destructive test methods that have the
potential for providing information about material resistance to fracture. This may include
in-situ measurements of surface hardness, acoustic-emission measurements, and/or
advanced ultrasonic evaluation. Test results obtained from these advanced technologies
will be correlated with fracture toughness and absorbed impact energy for a variety of
metallic materials used in highway infrastructure.]]></description>
      <pubDate>Mon, 19 Feb 2024 16:38:45 GMT</pubDate>
      <guid>https://rip.trb.org/View/2341566</guid>
    </item>
    <item>
      <title>2295 ODOT Automated Bridge Survey</title>
      <link>https://rip.trb.org/View/2286453</link>
      <description><![CDATA[The purpose and scope of this research study will be to:  (1) develop an efficient, non-destructive, and cost-effective procedure to comprehensively evaluate the condition of approach slabs and bridge decks; (2) provide approach slab and bridge deck evaluations encompassing cracking and IRI data, ensuring a thorough understanding of their performance; (3) conduct deck surveys to document essential parameters such as crack size and location, spall locations, percentage of patches, and condition of expansion joints.  Identify areas requiring maintenance action based on a comprehensive assessment of ride quality, using 2D/3D images, roughness data, and right-of-way images to categorize conditions as Good, Fair, or Poor; and (4) develop a non-destructive and cost-effective approach to determine the actual dynamic impact factor (IM) on both the approach slab and bridge decks based on their condition.   ]]></description>
      <pubDate>Fri, 03 Nov 2023 11:56:27 GMT</pubDate>
      <guid>https://rip.trb.org/View/2286453</guid>
    </item>
    <item>
      <title>Long-Term Performance of Low Permeable Concrete for Structures</title>
      <link>https://rip.trb.org/View/2270038</link>
      <description><![CDATA[The primary objective of this research project is to perform non-destructive testing to evaluate the condition of a low-permeable concrete structure decks and ramp (the old SLC Int'l Airport parking structure). 
Secondary objectives of this research project are to validate the service life prediction for the structure using Life-365 corrosion prediction software and evaluate pozzolans (specifically silica fume) as additives in concrete for achieving similar low-permeable concrete mixtures in future structures.]]></description>
      <pubDate>Tue, 17 Oct 2023 19:21:04 GMT</pubDate>
      <guid>https://rip.trb.org/View/2270038</guid>
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