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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>Investigating Feasibility of Using Sileto for Bridge Deck Overlay</title>
      <link>https://rip.trb.org/View/2745141</link>
      <description><![CDATA[Bridge decks across the United States continue to experience deterioration due to
reinforcement corrosion, environmental exposure, and increasing traffic
demands. Traditional overlay materials such as normal-strength concrete and
some polymer-based systems often exhibit limitations related to durability, bond
performance, curing time, or long-term crack resistance. Sileto, as a viable
material for bridge deck overlays, has demonstrated promising mechanical and
durability characteristics in preliminary studies conducted by Florida International University (FIU) and Construction Technologies Laboratories (CTL), with compressive strengths approaching 12,000
psi at 28 days and durability behavior comparable to ultrahigh performance concrete (UHPC). However, its feasibility and performance as a bridge deck overlay system has not yet been
validated through comprehensive structural testing. To this end, the research will
combine small-scale material-level tests and large-scale structural tests to
establish bond behavior, durability, abrasion resistance, long-term performance
under cyclic loading, and overall structural capacity. The scope includes (1) direct
bond testing on small specimens to evaluate surface preparation methods and
overlay thickness effects; (2) freeze-thaw durability and long-term bond
assessment; (3) abrasion resistance testing in accordance with ASTM C944; and (4)
large-scale testing of a steel-girder-supported concrete deck upgraded with a
Sileto overlay, including five million load cycles followed by ultimate load testing
and post-test forensic evaluation. The results will provide critical performance
data, recommended construction protocols, and preliminary guidance for
implementation of Sileto as a practical overlay system. Outcomes of this project
directly support the Innovative Bridge Technologies/Accelerated Bridge Construction University Transportation Center (IBT/ABC-UTC) mission by introducing fast-curing, durable, and
field-deployable material that can reduce construction time, minimize traffic
disruption, and significantly enhance the service life of aging bridge infrastructure.]]></description>
      <pubDate>Fri, 07 Aug 2026 08:30:56 GMT</pubDate>
      <guid>https://rip.trb.org/View/2745141</guid>
    </item>
    <item>
      <title>Condition Assessment Technology for Bridge Decks with Waterproofing Membranes</title>
      <link>https://rip.trb.org/View/2717329</link>
      <description><![CDATA[The condition assessment of reinforced concrete (R/C) bridge decks with waterproofing membranes and asphalt overlays is a significant challenge that has limited the use of this corrosion-protection strategy. State departments of transportation (DOTs) with existing inventories of bridge decks with waterproofing are unable to make effective repair and rehabilitation decisions because there is no way to assess the condition of the deck concealed by the waterproofing system. Some highway agencies do not use waterproofing membranes or asphalt overlays for the same reason.

 

Bare R/C decks can be assessed easily by traditional methods such as sounding or chain drag, but bridge decks with a waterproofing membrane and asphalt comprise several layers of different materials that preclude the use of these traditional methods. Defects can occur within the R/C decks (delamination) or between the layers (debonding), and chloride-contaminated moisture can be entrapped between the layers. The presence of these subsurface defects affects heat flow through the multi-layer medium, producing subtle variations in the asphalt surface temperature, which are too small to be detected using conventional infrared thermography. More advanced nondestructive methods have also not proven successful. 

For NCHRP 20-30/IDEA 262, the research team will develop a new nondestructive technology based on time-lapse thermography to assess the condition of R/C bridge decks with a waterproofing membrane and asphalt overlay. The proposed research will explore if subtle surface temperature variations can be reliably detected by using a time-lapse thermography approach, which collects thermal data over time to assess time-varying thermal behavior rather than simply measuring surface temperatures. This helps increase sensitivity, potentially enabling more effective imaging of debonding, delamination in the R/C deck, and areas of entrapped moisture. The proposed technology serves a high-priority need of state DOTs that own in-service decks with waterproofing. 

Working with DOT partners (New Hampshire and Nebraska DOTs), deck materials will be evaluated to obtain more detailed information on the thermal properties of membranes in relation to the proposed measurement method. Measurement algorithms will be developed using a modeling and simulation approach that is currently being used for subsurface damage detection. Following laboratory characterizations to assess the measurement procedures and to obtain needed measurement parameters, field validation of the developed procedure will be performed.]]></description>
      <pubDate>Tue, 23 Jun 2026 13:40:38 GMT</pubDate>
      <guid>https://rip.trb.org/View/2717329</guid>
    </item>
    <item>
      <title>Investigation of Reflective Cracking in Wisconsin</title>
      <link>https://rip.trb.org/View/2671979</link>
      <description><![CDATA[This research aims to determine mixture performance and mix design requirements that increase the resistance of asphalt overlays to reflective cracking in Wisconsin. Recommendations must not sacrifice other critical performance or constructability attributes, such as rutting resistance and smoothness. Research efforts should focus on mill and overlay and overlay over existing Portland Cement Concrete design scenarios. Summarize existing mix design and performance requirements for asphalt overlays used by local and State Agencies in regions with similar climatic and aggregate resources as Wisconsin. Identify and recommend process-driven methods and technologies that show promise in reducing reflective cracking in Wisconsin. Using existing Wisconsin Department of Transportation (WisDOT) mixtures as a benchmark, modify or supplement the existing WisDOT balanced mix design (BMD) special provision focusing on BMD “Approach C” for mixtures designated for asphalt overlays. Researchers will summarize relevant local and State practices concerning asphalt overlays and reflective cracking resistance, focusing on regions with similar climate, traffic, and aggregate resources as Wisconsin. Identify potential process-driven methods and technologies to improve reflective cracking resistance for recommendation as future WisDOT research. Using the existing WisDOT BMD special provision as guidance, researchers will preferentially modify or supplement the provision using BMD “Approach C” to reduce the reflective cracking of asphalt overlays. Develop recommendations and requirements to validate the BMD framework developed in prior tasks. Recommendations should consider a minimum number of projects, mix design designations (such as traffic level), project scope and size, and requirements for mixture sampling and data acquisition, among other variables.]]></description>
      <pubDate>Wed, 18 Feb 2026 11:13:16 GMT</pubDate>
      <guid>https://rip.trb.org/View/2671979</guid>
    </item>
    <item>
      <title>Examining the Potential of Thermoplastic FRP Tapes Inside Highly Exothermic Overlays as a New Material for Rapid Bridge Deck Protection</title>
      <link>https://rip.trb.org/View/2633313</link>
      <description><![CDATA[Some scenarios for concrete bridge deck repair involve inadequate bond between overlay and bridge deck leading to various distresses, including slippage, delamination, longitudinal joints failure, fatigue cracking, and rutting. Inadequate bond does not allow the cross-section act as a single monolithic unit. This is detrimental to structural integrity and causes major problems associated with bridge deck failures. Detecting and repairing this damage is often costly and time-consuming due to the inaccessibility of the underlying concrete for direct inspection. To maintain durability over its design life, special attention should be given to the protection of bridge decks to prevent serious damage to the concrete and structural reinforcement. It is of vital importance to develop solutions and investigate alternatives that can not only improve adhesion between overlay and underlying concrete decks and maintain the necessary strength requirements but also reduce maintenance cost throughout its service lifetime.]]></description>
      <pubDate>Tue, 02 Dec 2025 16:11:37 GMT</pubDate>
      <guid>https://rip.trb.org/View/2633313</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>Overlays with Rapid Setting Cement and a Liquid Low P Admixture</title>
      <link>https://rip.trb.org/View/2587118</link>
      <description><![CDATA[The Virginia Department of Transportation (VDOT) has long relied on latex-modified concrete (LMC) overlays with rapid setting cement to extend the service life of bridge decks by providing low permeability and early strength gain. However, advancements in concrete admixture technology offer alternative solutions that may enhance durability, workability, and sustainability. This study proposes replacing the latex modifier in LMC overlays with Liquid Low P admixture. The research will evaluate the feasibility of this substitution by assessing permeability, strength, length change, freeze-thaw durability, and constructability. The project will involve field evaluations to compare the performance of Low P modified concrete to traditional LMC. If successful, this approach could streamline overlay placement, reduce material handling complexities, and provide a cost-effective alternative for VDOT bridge deck rehabilitation projects.]]></description>
      <pubDate>Sat, 09 Aug 2025 09:26:59 GMT</pubDate>
      <guid>https://rip.trb.org/View/2587118</guid>
    </item>
    <item>
      <title>Ultra-High Performance Concrete Overlays in Virginia</title>
      <link>https://rip.trb.org/View/2587117</link>
      <description><![CDATA[Bridge deck deterioration is a major concern in infrastructure maintenance, primarily caused by corrosion of reinforcement due to chloride intrusion, environmental factors, and traffic-induced wear. Ultra-High Performance Concrete (UHPC) is a promising material for bridge deck overlays due to its superior durability, low permeability, and crack control properties. This study builds upon previous research comparing different fiber-reinforced concretes (FRCs) namely, Engineered Cementitious Composite (ECC), Very High-Performance Concrete (VHPC), and UHPC. Based on the findings, UHPC has been identified as one of the suitable materials for further study and field implementation.  In this study, UHPC overlays will be installed and performance monitored for at least a year.]]></description>
      <pubDate>Sat, 09 Aug 2025 09:18:08 GMT</pubDate>
      <guid>https://rip.trb.org/View/2587117</guid>
    </item>
    <item>
      <title>Evaluation of Polymer Concrete for Bridge Deck Overlay Applications in Virginia: Phase I</title>
      <link>https://rip.trb.org/View/2567106</link>
      <description><![CDATA[This study will evaluate the use of Polyester Polymer Concrete (PPC) and Hybrid Composite Synthetic Concrete (HCSC) for bridge deck overlay applications in Virginia. These polymer concretes are expected to provide rapid and durable solutions for bridge deck maintenance, particularly on high volume roads where short turnaround times are needed. The study will include laboratory testing to assess the engineering properties of PPC and HCSC, along with the planning and coordination required for future field trial to document the application process and performance of these polymer concretes. The results of this research will help establish best practices, inform maintenance strategies, and support future revisions to Virginia Department of Transportation's (VDOT’s) special provisions for polymer concrete overlays.]]></description>
      <pubDate>Sun, 22 Jun 2025 10:14:15 GMT</pubDate>
      <guid>https://rip.trb.org/View/2567106</guid>
    </item>
    <item>
      <title>Development and Characterization of UHPC Including Carbon Fibers and Internal Curing for Bridge Deck Overlays</title>
      <link>https://rip.trb.org/View/2509298</link>
      <description><![CDATA[Ultra-High-Performance Concrete (UHPC) is an advanced concrete material with outstanding mechanical properties and considerable potential for extending the life of bridges. While traditionally based on Portland cement and reinforced with steel fibers, UHPC formulations reinforced with Carbon Fibers (CFs) of different scales have been recently investigated. Pilot experiments show promising results. Common dispersion techniques allow for CF contents under 1% by weight of cementitious content to avoid dispersion-related issues, such as clumping and balling, which affect the homogeneity of the matrix and deteriorate mechanical performance. These techniques are inefficient to fully explore the potential of CF in UHPC and additional research is needed to examine the effect of high concentrations of CF reinforcement on these matrices in pursuit of tensile properties equal to or above what is obtained with steel fiber reinforcement. Additionally, rapid setting and low shrinkage calcium sulfoaluminate cement and internal curing have significant potential for improving the speed of strength gain and improving overall performance of UHPC bridge deck overlays while reducing the unit weight of the material. 
This study will investigate UHPC formulations reinforced with high concentrations of CF at multiple scales using a dispersion technique that allows fiber contents of up to 4% by weight. Additionally, UHPC formulations using rapid setting cementitious materials and curing methods to achieve faster strength gain, reduced shrinkage, light weight, and improved durability will be investigated. This research entails the investigation of multi-scale carbon fiber reinforcement of UHPC mix designs aiming to achieve flexural strengths and strain hardening behavior similar or superior to the levels typically obtained with steel fibers. It will also examine the impact of calcium sulfoaluminate cement and internal curing on the same behaviors and compare performance of the best mix designs when used as a structural overlay. Small-scale four-point bending tests will be conducted to measure the flexural strength and ultimate strain of UHPC specimens and overlay specimens will be tested in flexure with the UHPC portion on the flexural tension side. The following tasks will be pursued in this multi-institutional study. Task 1: Evaluation of carbon fibers (lead: TAMU); Task 2: Evaluation of rapid setting calcium sulfoaluminate cement and internal curing (lead: OU); Task 3: SEM evaluation of microstructure (lead: TAMU); Task 4: Construction of overlay specimens (lead: OU and TAMU); Task 5: Bridge deck overlay specimen testing (lead: OU), and Task 6: Final report and dissemination of results (lead: TAMU and OU).
]]></description>
      <pubDate>Thu, 13 Feb 2025 15:05:12 GMT</pubDate>
      <guid>https://rip.trb.org/View/2509298</guid>
    </item>
    <item>
      <title>Investigation of Flexible Bridge Deck Overlays in Kansas</title>
      <link>https://rip.trb.org/View/2489962</link>
      <description><![CDATA[The objectives of this proposed research are to (1) Extend the life of some bridges by utilizing a new repair option; (2) Reduce the frequency of bridge repairs; (3) Have another tool in the toolbox for bridge deck repairs; and (4) Reduce partial depth patching frequency. Task 1: Do a complete literature review on the state-of-the-art asphalt mixture used on bridge decks. Particular attention must be paid to the bridge type (to estimate tensile strain level with respect to cracking), chloride ion permeability, rutting, stripping, low-temperature durability, bond between the repair and existing deck, and skid resistance. Contact other states where asphalt has been used as a bridge deck overlay material, particularly Colorado, Oregon, and New Jersey. Task 2: Review the Kansas Department of Transportation (KDOT) Reflective Crack Interlayer (RCI) mixes for modification for bridge decks and conduct preliminary tests to verify RCI mixes for bridge decks as a single-layer repair option with various modified binders, including epoxy with drag sand and/or chat. Pay particular attention to the Bridge Deck Waterproofing Surface Course mixture developed by the New Jersey Department of Transport (NJDOT). Finalize fatigue and fracture setup for cracking/reflection cracking (3-point beam/indirect tension fatigue), tests for rutting & stripping (Hamburg Wheel Tracking Device), low-temperature durability (Indirect Tension/TSRST), chloride ion permeability (Rapid Chloride Permeability Test), and skid resistance (CT Meter/DFT/Sand Patch) for the modified/hybrid RCI mixes needed for the bridge deck condition. Task 3: Study the barrier options and bond between the RCI base and deck and tie in in consultation with the Bridge Section of KDOT. Task 4: Look for an opportunity for a field placement in the Wichita metro area, such as US-400 in Augusta. Observe the construction, do field instrumentation, and monitor. Task 5: Prepare the final report following KDOT requirements.]]></description>
      <pubDate>Mon, 13 Jan 2025 14:43:23 GMT</pubDate>
      <guid>https://rip.trb.org/View/2489962</guid>
    </item>
    <item>
      <title>Measuring Field Performance of High-Modified Hot-Mix Asphalt Material over Rubblized Base</title>
      <link>https://rip.trb.org/View/2442177</link>
      <description><![CDATA[High-modified hot-mix asphalt mixtures (High-Mod HMA) have the potential to transform the way pavements are designed, constructed, and maintained. Trial sections have demonstrated the ability of this mix to resist rutting, cracking, and maintain a state of good repair while significantly reducing the cost of construction. A new application of this mix is being planned in Utah. This application involves rubblizing the existing concrete pavement and applying a 6-inch-thick layer of High-Mod HMA on top. This transformative approach to pavement construction repurposes existing materials while leveraging it to provide support to the new structure. However, the design specifies a relatively thin HMA layer for an interstate highway section, making it essential to properly understand and verify its actual behavior to allow for potential nationwide implementation. The expectation for the system is that the rubblized base will provide sufficient stiffness to support the pavement structure, and despite the likelihood of high strains in the asphalt mixture, the high binder content and polymer modification in the new High-Mod HMA will produce a strain-tolerant system. This proposal seeks to measure actual strains and deformation in this pavement and use those values to verify design assumptions and improve the development of a transformative pavement systems.]]></description>
      <pubDate>Sun, 20 Oct 2024 12:40:49 GMT</pubDate>
      <guid>https://rip.trb.org/View/2442177</guid>
    </item>
    <item>
      <title>Investigating Bond and Flexural Performance of Thin Bonded Engineered Cementitious Composite Overlay for Concrete Bridge Decks</title>
      <link>https://rip.trb.org/View/2434108</link>
      <description><![CDATA[Resilient and durable overlays are critical for enhancing the service life of bridge decks by shielding them against harmful effects of water, chemicals, and abrasion. Currently, polymer concrete overlays are widely employed for bridge decks. Polymer concrete overlays outperform conventional concrete topping overlays. However, instances of polymer concrete overlay debonding have been encountered. Moreover, polymer concrete overlays utilize proprietary materials and are costly in price. A new class of material, Engineered Cementitious Composite (ECC) is emerging as a promising bridge-deck overlay material owing to its ultra ductile tensile crack-resistance, lower elastic modulus, and high durability characteristics. ECC overlays can provide a lightweight, cost-effective, and sustainable solution for rehabilitating and protecting bridge decks. The overarching goal of this study is to develop a comprehensive understanding on the behavior of ECC as an overlay material. The primary objectives of the study are to develop and characterize non-proprietary ECC mixture suitable for overlay applications, evaluate and compare the strength, shrinkage, and bond characteristics of ECC with other polymer and cementitious (UHPC) overlays, and to assess the flexural performance of overlay-substrate system by testing representative slabs with ECC, polymer, and UHPC overlay materials.]]></description>
      <pubDate>Wed, 25 Sep 2024 16:32:43 GMT</pubDate>
      <guid>https://rip.trb.org/View/2434108</guid>
    </item>
    <item>
      <title>Synthesis of Information Related to Highway Practices. Topic 56-15. Practices for Selecting, Installing, Maintaining, Replacing, and Successively Using Complementary Bridge Deck Protection Systems



</title>
      <link>https://rip.trb.org/View/2384696</link>
      <description><![CDATA[A complementary bridge deck protection system is comprised of deck treatments (AASHTO Element 510 Wearing Surface and Element 521 Concrete Protective Coating) constructed together as a system to extend the service life of a deck beyond what either treatment would achieve if used separately.

Once a bridge is constructed and put into service, it begins to deteriorate. One of the most vulnerable bridge components to deterioration is the bridge deck.  Decks are often exposed to contaminants and adverse weather conditions (deicing chemicals, road salts, etc.), water, freeze thaw conditions, and saltwater environments.  Water and contaminants can penetrate concrete and cause accelerated deterioration. 

State departments of transportation (DOTs) undertake a variety of strategies in design, construction, and maintenance to minimize, reduce, and slow down the deterioration of their bridges. Many bridge decks have overlays, such as: asphalt only, asphalt with a liquid applied waterproof membrane, asphalt with a sheet applied waterproof membrane, rigid cementitious concrete, latex modified concrete, premixed polymer concrete with primer, multi-layer polymer concrete with primer, etc.  These overlays function as protective wearing surfaces that reduce the amount of water and contaminants permeating the underlying deck concrete, thereby increasing the service life of the deck.  However, they may obscure the condition and hide the deterioration of the underlying deck.

Some state DOTs use overlays in conjunction with deck treatments, such as: concrete penetrating sealers, crack sealers or healer sealers, or a combination of sealer types.  These complementary bridge deck protection systems further extend the service life of decks because the top layer of protection (the overlay) has to fail before the second layer of protection (the sealer) begins to work.  Using a complementary bridge deck protection system may give state DOT bridge owners latitude of when to replace the overlay without experiencing significant deck deterioration.   The cost of applying a concrete penetrating sealer, crack sealer, or healer sealer is estimated to be 2% the cost of replacing a deck, 4% the cost of a partial depth deck replacement, and 1% the cost of new bridge construction. However, even at this relatively low cost, it is unknown how extensively complementary bridge deck protection measures are used.

The objective of this synthesis is to document state DOT practices for the selection and use of complementary bridge deck protection systems (single or combined).  The synthesis encompasses current practices for designing (selecting a deck treatment combination), installing, maintaining, replacing, and successively using complementary bridge deck protection systems to extend the service life of bridge decks.]]></description>
      <pubDate>Fri, 31 May 2024 20:17:46 GMT</pubDate>
      <guid>https://rip.trb.org/View/2384696</guid>
    </item>
    <item>
      <title>Assessing Condition of Rehabilitated Concrete Pavement with Slab Fracturing and Asphalt Overlay Using Distributed Fiber Optic Sensors</title>
      <link>https://rip.trb.org/View/2373771</link>
      <description><![CDATA[The United States is experiencing a significant increase in registered motor vehicles, resulting in increasing traffic loads on transportation infrastructure, particularly on roads prone to cracking. Asphalt overlay is commonly used to rehabilitate concrete pavements. However, asphalt overlay often results in reflective cracking, leading to expensive repairs. To address this issue, slab fracturing and asphalt overlay has been popularly applied to rehabilitate cracked concrete pavements in recently years. To investigate the effectiveness of the slab fracturing and asphalt overlay for concrete pavement rehabilitation, his research focuses on understanding how crack propagate through the asphalt overlay. While current crack detection methods struggle to assess bottom-up cracking effectively, posing safety hazards and financial burdens, this project proposes to use distributed fiber optic sensing (DFOS) to monitor bottom-up cracking of the rehabilitated concrete pavements using slab fracturing and asphalt overlay in real time. Through a comprehensive approach combining numerical simulations and laboratory experiments, this research aims to expand our understanding of crack formation mechanisms while assessing the effectiveness of DFOS for monitoring bottom-up cracks in pavements. Numerical simulations using finite element analysis replicate real-world pavement conditions and consider factors such as traffic loading and material properties. Laboratory experiments entail constructing pavement specimens with different layers, installing DFOS sensors to measure strain during crack emergence, and subjecting specimens to controlled loading conditions resembling real-world scenarios. Anticipated outcomes include providing effective pavement condition monitoring alternatives for rehabilitated concrete pavements using slab fracturing and asphalt overlay, contributing to safer and more sustainable management of transportation systems.]]></description>
      <pubDate>Mon, 29 Apr 2024 10:55:36 GMT</pubDate>
      <guid>https://rip.trb.org/View/2373771</guid>
    </item>
    <item>
      <title>Evaluation of Enhanced-Friction Asphalt Overlays and Surface Treatments</title>
      <link>https://rip.trb.org/View/2259930</link>
      <description><![CDATA[This project will evaluate alternative asphalt-based solutions, both thicker asphalt mixtures and thinner asphalt-based surface treatments, that may provide similar frictional benefits to HFSTs, but with reduced cost and/or increased durability. Specifically, this project will explore potential high friction aggregate options that could be used in Florida and can be incorporated into asphalt mixtures and/or surface treatments. The project will explore and optimize the type(s) and amount of high friction aggregate(s) needed in existing Florida Department of Transportation (FDOT) friction courses (FC-4.75, FC-9.5, and FC-5) containing other aggregates commonly used in Florida for surface mixtures (south Florida limestone and Georgia granite) to significantly improve the frictional characteristics of these mixtures. Note 1: FC-4.75 has been used on occasion by FDOT. It is governed by a developmental specification located on the Department’s website. FC-4.75 can be placed thinner than traditional dense graded friction courses commonly used by the Department and may provide a more cost-effective option than FC-9.5. The project will also determine the most cost-effective measure for improving friction characteristics to multiple prescribed levels.]]></description>
      <pubDate>Tue, 03 Oct 2023 08:50:38 GMT</pubDate>
      <guid>https://rip.trb.org/View/2259930</guid>
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