The US Transportation Collection consists of documents from across all transportation modes with specific focus on research reports from US DOT, state DOTs, and other transportation organizations.
Bookmark this collection: https://rosap.ntl.bts.gov/collection_ust or https://doi.org/10.21949/1530857.
The independent operations of freeway ramp meters and the adjacent arterial intersection traffic signals often causes queue spill back on the freeway on-ramps and the surface street network that result in activation of queue override, which negates the benefits of ramp metering. This is due to the lack of coordination between the two traffic contro
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Skabardonis, A., Lu, X. Y., Kan, D., Spring, J., & Nelson, D. (2021). Coordination of Freeway Ramp Meters and Arterial Traffic Signals Phase II-B – Field Implementation (Report No. CA21-2660). California. Dept. of Transportation. Division of Research and Innovation. https://rosap.ntl.bts.gov/view/dot/57492
Skabardonis, Alexander, Xiao-Yun Lu, David Kan, John Spring, and David Nelson. Coordination of Freeway Ramp Meters and Arterial Traffic Signals Phase II-B – Field Implementation. Report no. CA21-2660. California. Dept. of Transportation. Division of Research and Innovation, 2021. https://rosap.ntl.bts.gov/view/dot/57492.
Skabardonis, Alexander, et al. Coordination of Freeway Ramp Meters and Arterial Traffic Signals Phase II-B – Field Implementation. California. Dept. of Transportation. Division of Research and Innovation, 2021, Report no. CA21-2660, ROSA P. https://rosap.ntl.bts.gov/view/dot/57492.
Connected and automated vehicles (CAVs) offer potentially transformative and far-reaching impacts to the transportation system. However, realized benefits will be directly tied to how well agencies prepare for these technologies. This report documents efforts that support CAV preparatory actions in Louisiana and includes: (1) conducting a stakehold
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DatasetSupporting Files
Melson, C., & Ma, J. (2021). Analysis, Modeling, and Simulation (AMS) Case Studies of Connected and Automated Vehicle (CAV) Implementations Specific to the South Central Region [supporting datasets] (Report No. 19ITSLSU06). Transportation Consortium of South-Central States. https://rosap.ntl.bts.gov/view/dot/56878
Melson, Christopher and Jiaqi Ma. Analysis, Modeling, and Simulation (AMS) Case Studies of Connected and Automated Vehicle (CAV) Implementations Specific to the South Central Region [supporting datasets]. Report no. 19ITSLSU06. Transportation Consortium of South-Central States, 2021. https://rosap.ntl.bts.gov/view/dot/56878.
Melson, Christopher, and Jiaqi Ma Analysis, Modeling, and Simulation (AMS) Case Studies of Connected and Automated Vehicle (CAV) Implementations Specific to the South Central Region [supporting datasets]. Transportation Consortium of South-Central States, 2021, Report no. 19ITSLSU06, ROSA P. https://rosap.ntl.bts.gov/view/dot/56878.
Traffic impact analysis (TIA), which estimates the traffic impacts of proposed land development, tends to bias against higher density developments in urban areas where traffic is often congested and travel alternatives plentiful. This has important implications for housing supply and affordability, suburban sprawl, and private vehicle dependence. W
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Ding, H., & Taylor, B. D. (2021). How Does Traffic, or the Fear of It, Affect Housing Affordability? Examining the Effect of Traffic Impact Analysis on Housing Production and Affordability (Report No. UCLA ITS-LA2007). University of California Institute of Transportation Studies. https://rosap.ntl.bts.gov/view/dot/86928
Ding, Hao and Brian D. Taylor. How Does Traffic, or the Fear of It, Affect Housing Affordability? Examining the Effect of Traffic Impact Analysis on Housing Production and Affordability. Report no. UCLA ITS-LA2007. University of California Institute of Transportation Studies, 2021. https://rosap.ntl.bts.gov/view/dot/86928.
Ding, Hao, and Brian D. Taylor How Does Traffic, or the Fear of It, Affect Housing Affordability? Examining the Effect of Traffic Impact Analysis on Housing Production and Affordability. University of California Institute of Transportation Studies, 2021, Report no. UCLA ITS-LA2007, ROSA P. https://rosap.ntl.bts.gov/view/dot/86928.
The Louisiana Department of Transportation and Development (DOTD) has been using asphalt surface treatment (AST) interlayers over soil-cement base courses for the last several years to control the reflective cracking of flexible pavements caused by soil-cement shrinkage. Even though DOTD has the specifications documents, the practice of AST interla
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Khattak, M. J., Baladi, G. Y., & Bhuyan, M. R. U. K. (2021). Evaluation of Pavement Service Life Extension Due to Asphalt Surface Treatment Interlayer Over Soil-Cement Base (Report No. FHWA/LA.17/632). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/56635
Khattak, Mohammad Jamal, Gilbert Y. Baladi, and Mohammad Reza Ul Karim Bhuyan. Evaluation of Pavement Service Life Extension Due to Asphalt Surface Treatment Interlayer Over Soil-Cement Base. Report no. FHWA/LA.17/632. Louisiana Transportation Research Center, 2021. https://rosap.ntl.bts.gov/view/dot/56635.
Khattak, Mohammad Jamal, et al. Evaluation of Pavement Service Life Extension Due to Asphalt Surface Treatment Interlayer Over Soil-Cement Base. Louisiana Transportation Research Center, 2021, Report no. FHWA/LA.17/632, ROSA P. https://rosap.ntl.bts.gov/view/dot/56635.
Truck-Mounted Attenuators (TMAs) are energy-absorbing devices added to heavy shadow vehicles to provide a mobile barrier that protects work crews from errant vehicles entering active work zones. While the TMA is designed to absorb and/or redirect the energy from a colliding vehicle, there is still significant risk of injury to the TMA driver when s
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White, E., Mollenhauer, M. A., & Vilela, J. P. T. (2021). Design and Development of an Automated Truck Mounted Attenuator (Report No. VTTI-00-022). Safety through Disruption (Safe-D) University Transportation Center (UTC). https://rosap.ntl.bts.gov/view/dot/56912
White, Elizabeth, Michael A Mollenhauer, and Jean Paul Talledo Vilela. Design and Development of an Automated Truck Mounted Attenuator. Report no. VTTI-00-022. Safety through Disruption (Safe-D) University Transportation Center (UTC), 2021. https://rosap.ntl.bts.gov/view/dot/56912.
White, Elizabeth, et al. Design and Development of an Automated Truck Mounted Attenuator. Safety through Disruption (Safe-D) University Transportation Center (UTC), 2021, Report no. VTTI-00-022, ROSA P. https://rosap.ntl.bts.gov/view/dot/56912.
Truck platoons have many benefits over traditional truck mobility. Truck platoons have the potential to improve safety and reduce fuel consumption between 5% and 15%, based on platoon configuration. In Illinois, trucks carry more than 50% of freight tonnage and constitute 25% of the traffic on interstates. Therefore, expected fuel savings would be
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Al-Qadi, I. L., Okte, E., Ramakrishnan, A., Zhou, Q., & Sayeh, W. (2021). Truck Platooning on Flexible Pavements in Illinois (Report No. FHWA-ICT-21-010). Illinois Center for Transportation. https://doi.org/10.36501/0197-9191/21-010
Al-Qadi, Imad L, Egemen Okte, Aravind Ramakrishnan, Qingwen Zhou, and Watheq Sayeh. Truck Platooning on Flexible Pavements in Illinois. Report no. FHWA-ICT-21-010. Illinois Center for Transportation, 2021. https://doi.org/10.36501/0197-9191/21-010.
Al-Qadi, Imad L, et al. Truck Platooning on Flexible Pavements in Illinois. Illinois Center for Transportation, 2021, Report no. FHWA-ICT-21-010, ROSA P. https://doi.org/10.36501/0197-9191/21-010.
This report presents evidence that gasoline prices have a larger effect on demand for battery electric vehicles (BEVs) than do electricity prices in California. A spatially-disaggregated panel dataset of monthly BEV registration records was matched to detailed records of gasoline and electricity prices in California from 2014-2017, and the matched
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Bushnell, J., Muehlegger, E., & Rapson, D. (2021). Do Electricity Prices Affect Electric Vehicle Adoption? (Report No. UC-ITS-2020-12). University of California Institute of Transportation Studies. https://doi.org/10.7922/G2DJ5CX3
Bushnell, James, Erich Muehlegger, and David Rapson. Do Electricity Prices Affect Electric Vehicle Adoption?. Report no. UC-ITS-2020-12. University of California Institute of Transportation Studies, 2021. https://doi.org/10.7922/G2DJ5CX3.
Bushnell, James, et al. Do Electricity Prices Affect Electric Vehicle Adoption?. University of California Institute of Transportation Studies, 2021, Report no. UC-ITS-2020-12, ROSA P. https://doi.org/10.7922/G2DJ5CX3.
As demonstrated by the Camp Fire evacuation, communications (city-to-city, city-to-residents) play important roles in coordinating traffic operations and safeguarding region-wide evacuation processes in wildfire events. This collaborative report across multiple domains (fire, communication and traffic), documents a series of simulations and finding
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Soga, K., Comfort, L., Zhao, B., Lorusso, P., & Soysal, S. (2021). Integrating Traffic Network Analysis and Communication Network Analysis at a Regional Scale to Support More Efficient Evacuation in Response to a Wildfire Event (Report No. UC-ITS-2020-29). University of California Institute of Transportation Studies. https://doi.org/10.7922/G21G0JJ7
Soga, Kenichi, Louise Comfort, Bingyu Zhao, Paola Lorusso, and Sena Soysal. Integrating Traffic Network Analysis and Communication Network Analysis at a Regional Scale to Support More Efficient Evacuation in Response to a Wildfire Event. Report no. UC-ITS-2020-29. University of California Institute of Transportation Studies, 2021. https://doi.org/10.7922/G21G0JJ7.
Soga, Kenichi, et al. Integrating Traffic Network Analysis and Communication Network Analysis at a Regional Scale to Support More Efficient Evacuation in Response to a Wildfire Event. University of California Institute of Transportation Studies, 2021, Report no. UC-ITS-2020-29, ROSA P. https://doi.org/10.7922/G21G0JJ7.
Researchers at the Texas A&M Transportation Institute (TTI) designed and tested a Manual for Assessing Safety Hardware (MASH) Test Level 4 (TL-4) compliant metal guardrail system. The researchers first developed several preliminary design concepts of the guardrail system, one of which was selected by the Texas Department of Transportation (TxDOT) f
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Sheikh, N. M., Bligh, R. P., Menges, W. L., Schroeder, W., Griffith, B. L., & Kuhn, D. L. (2021). Development and Evaluation of MASH TL-4 Guardrail System (Report No. FHWA/TX-21/0-7019-R1). Texas A&M Transportation Institute. https://rosap.ntl.bts.gov/view/dot/57038
Sheikh, Nauman M., Roger P. Bligh, Wanda L. Menges, William Schroeder, Bill L. Griffith, and Darrell L. Kuhn. Development and Evaluation of MASH TL-4 Guardrail System. Report no. FHWA/TX-21/0-7019-R1. Texas A&M Transportation Institute, 2021. https://rosap.ntl.bts.gov/view/dot/57038.
Sheikh, Nauman M., et al. Development and Evaluation of MASH TL-4 Guardrail System. Texas A&M Transportation Institute, 2021, Report no. FHWA/TX-21/0-7019-R1, ROSA P. https://rosap.ntl.bts.gov/view/dot/57038.
Older adults are considered transportation disadvantaged throughout the country because disabilities and low income prevent many of them from using transportation that can be conveniently used by younger people. New Jersey’s older adult population increased substantially during the past several decades and is expected to increase similarly in the f
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Deka, D., & Alexander, K. (2021). Understanding the Transportation Mobility Needs for an Aging New Jersey Population [Technical Brief] (Report No. FHWA-NJ-2021-005). New Jersey. Department of Transportation. Bureau of Research. https://rosap.ntl.bts.gov/view/dot/61806
Deka, Devajyoti and Karen Alexander. Understanding the Transportation Mobility Needs for an Aging New Jersey Population [Technical Brief]. Report no. FHWA-NJ-2021-005. New Jersey. Department of Transportation. Bureau of Research, 2021. https://rosap.ntl.bts.gov/view/dot/61806.
Deka, Devajyoti, and Karen Alexander Understanding the Transportation Mobility Needs for an Aging New Jersey Population [Technical Brief]. New Jersey. Department of Transportation. Bureau of Research, 2021, Report no. FHWA-NJ-2021-005, ROSA P. https://rosap.ntl.bts.gov/view/dot/61806.
Concrete bridge decks in South Dakota have reduced services lives due to shrinkage cracking. This study evaluated the effects of varying concrete mix design parameters on shrinkage performance. Tested mix design changes include aggregate type (limestone and quartzite) and gradations (ASTM C33, Tarantula Curve, and 0.45 Power Curve), supplementary c
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Simonton, E., & Shearer, C. R. (2021). Low Shrinkage Mix Designs to Reduce Early Cracking of Concrete Bridge Decks (Report No. SD2018-04-F). South Dakota. Department of Transportation. Office of Research. https://rosap.ntl.bts.gov/view/dot/72480
Simonton, Eric and Christopher R Shearer. Low Shrinkage Mix Designs to Reduce Early Cracking of Concrete Bridge Decks. Report no. SD2018-04-F. South Dakota. Department of Transportation. Office of Research, 2021. https://rosap.ntl.bts.gov/view/dot/72480.
Simonton, Eric, and Christopher R Shearer Low Shrinkage Mix Designs to Reduce Early Cracking of Concrete Bridge Decks. South Dakota. Department of Transportation. Office of Research, 2021, Report no. SD2018-04-F, ROSA P. https://rosap.ntl.bts.gov/view/dot/72480.
The construction and maintenance of park and ride lots represents a substantial public investment that if used judiciously can reduce congestion and emissions through the use of transit or the sharing of vehicle trips. With 297 lots scattered throughout Virginia, the Virginia Department of Transportation (VDOT) needs an approach for forecasting dem
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Xu, Y., Dougald, L. E., & Miller, J. S. (2021). Development of Demand Estimation Models for the Virginia Department of Transportation’s Park and Ride Facilities (Report No. FHWA/VTRC 21-R19). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/56582
Xu, Yiqing, Lance E. Dougald, and John S. Miller. Development of Demand Estimation Models for the Virginia Department of Transportation’s Park and Ride Facilities. Report no. FHWA/VTRC 21-R19. Virginia Transportation Research Council (VTRC), 2021. https://rosap.ntl.bts.gov/view/dot/56582.
Xu, Yiqing, et al. Development of Demand Estimation Models for the Virginia Department of Transportation’s Park and Ride Facilities. Virginia Transportation Research Council (VTRC), 2021, Report no. FHWA/VTRC 21-R19, ROSA P. https://rosap.ntl.bts.gov/view/dot/56582.
To address excessive soil loss from roadway and other construction sites, several erosion prevention and sediment control practices exist. However, there is still a need for systematic performance evaluation methods that provide sound efficiency values for the different practices under a range of conditions. There is also the need for a transparent
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Wilson, C. (2021). Performance Base Testing for Erosion Prevention and Sediment Control (EPSC) Devices (Report No. RES2016-20). Tennessee. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/58881
Wilson, Christopher. Performance Base Testing for Erosion Prevention and Sediment Control (EPSC) Devices. Report no. RES2016-20. Tennessee. Department of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/58881.
Wilson, Christopher Performance Base Testing for Erosion Prevention and Sediment Control (EPSC) Devices. Tennessee. Department of Transportation, 2021, Report no. RES2016-20, ROSA P. https://rosap.ntl.bts.gov/view/dot/58881.
This project aims to examine the feasibility of improving the current design practice of the approach slab foundation in Nebraska and the alternative of using geosynthetic reinforcement of soils to prevent the bump issues near the end of bridge approaches via an in-depth numerical simulation study. A large-scale pullout test is also conducted as co
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Kim, S., Eun, J., Alhowaidi, Y., & Robertson, D. (2021). Feasibility Study: Alternatives to Prevent Settlements and Bumps at Bridge Approach (Report No. M106). Nebraska. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/57068
Kim, Seunghee, Jongwan Eun, Yusuf Alhowaidi, and Daniel Robertson. Feasibility Study: Alternatives to Prevent Settlements and Bumps at Bridge Approach. Report no. M106. Nebraska. Department of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/57068.
Kim, Seunghee, et al. Feasibility Study: Alternatives to Prevent Settlements and Bumps at Bridge Approach. Nebraska. Department of Transportation, 2021, Report no. M106, ROSA P. https://rosap.ntl.bts.gov/view/dot/57068.
Geosynthetic Reinforced Soil-Integrated Bridge Systems (GRS-IBS) use closely spaced layers of geosynthetic reinforcement and compacted granular backfill to directly support a bridge deck and blend the abutment and roadway approach for a smooth transition. These systems are designed for areas where a single span is sufficient to bridge over a gap in
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Anderson, J. B., Montgomery, J., Okafor, C., Hogan, R. J., & Stallings, J. (2021). Implementation of Geosynthetic Reinforced Soil – Integrated Bridge System (GRS-IBS) Technology in Alabama (Report No. 930-944). Auburn University. Highway Research Center. https://rosap.ntl.bts.gov/view/dot/63552
Anderson, J Brian, Jack Montgomery, Chukwuma Okafor, R Jonathan Hogan, and Jeffrey Stallings. Implementation of Geosynthetic Reinforced Soil – Integrated Bridge System (GRS-IBS) Technology in Alabama. Report no. 930-944. Auburn University. Highway Research Center, 2021. https://rosap.ntl.bts.gov/view/dot/63552.
Anderson, J Brian, et al. Implementation of Geosynthetic Reinforced Soil – Integrated Bridge System (GRS-IBS) Technology in Alabama. Auburn University. Highway Research Center, 2021, Report no. 930-944, ROSA P. https://rosap.ntl.bts.gov/view/dot/63552.
Many reinforced concrete inverted-T bridge caps (ITBCs) are skew when two roads are not aligned perpendicularly and exceed the angle of 45 degrees based on the construction requirements. The Texas ITBCs are designed using the traditional empirical procedures outlined in the Texas Department of Transportation (TxDOT) Bridge Design Manual (TxDOT BDM)
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Roy, S. S., Sawab, J., Zhou, T., Mo, Y. L., & Hsu, T. T. C. (2021). Initial Investigation of Performance of Skewed Reinforcing in Inverted-T Bridge Caps (Report No. FHWA/TX-21/0-6905-R1A, 0-6905-R1A). Texas. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/59900
Roy, Satya Sapath, Jamshaid Sawab, Tianmin Zhou, Y L Mo, and Thomas T C Hsu. Initial Investigation of Performance of Skewed Reinforcing in Inverted-T Bridge Caps. Report no. FHWA/TX-21/0-6905-R1A, 0-6905-R1A. Texas. Department of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/59900.
Roy, Satya Sapath, et al. Initial Investigation of Performance of Skewed Reinforcing in Inverted-T Bridge Caps. Texas. Department of Transportation, 2021, Report no. FHWA/TX-21/0-6905-R1A, 0-6905-R1A, ROSA P. https://rosap.ntl.bts.gov/view/dot/59900.
This report documents the development of an electronic dataset describing field and laboratory performance of unbound bases from 106 road sections containing recycled materials in Minnesota. This dataset provides a compact view of backcalculated layer properties (from falling-weight deflection data) per road section. This view includes summary stat
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Zammarchi, M., & Tompkins, D. (2021). Unbound Recycled Materials Database for MnPAVE-Flexible (Report No. MN 2021-11). Minnesota. Dept. of Transportation. Office of Policy Analysis, Research & Innovation. https://rosap.ntl.bts.gov/view/dot/56867
Zammarchi, Mattia and Derek Tompkins. Unbound Recycled Materials Database for MnPAVE-Flexible. Report no. MN 2021-11. Minnesota. Dept. of Transportation. Office of Policy Analysis, Research & Innovation, 2021. https://rosap.ntl.bts.gov/view/dot/56867.
Zammarchi, Mattia, and Derek Tompkins Unbound Recycled Materials Database for MnPAVE-Flexible. Minnesota. Dept. of Transportation. Office of Policy Analysis, Research & Innovation, 2021, Report no. MN 2021-11, ROSA P. https://rosap.ntl.bts.gov/view/dot/56867.
In this report, region-specific Retro-reflectivity Performance Curves are presented and discussed as a function of pavement marking materials, AADT, terrain, surface type, line color, line type, road bound direction, and road name. In addition, laboratory aging, and abrasion test results are presented and discussed. In addition to this written repo
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Cornejo, I. A. (2021). Striping Materials Performance Curves – Life Cycle Analysis (Report No. CDOT-2021-04). Colorado. Dept. of Transportation. Research Branch. https://rosap.ntl.bts.gov/view/dot/60138
Cornejo, Ivan A. Striping Materials Performance Curves – Life Cycle Analysis. Report no. CDOT-2021-04. Colorado. Dept. of Transportation. Research Branch, 2021. https://rosap.ntl.bts.gov/view/dot/60138.
Cornejo, Ivan A Striping Materials Performance Curves – Life Cycle Analysis. Colorado. Dept. of Transportation. Research Branch, 2021, Report no. CDOT-2021-04, ROSA P. https://rosap.ntl.bts.gov/view/dot/60138.
This research project aimed to identify or develop a practical method for designing a well-performing hot mix asphalt (HMA) for use on low-volume local roads with severe cracking that can be produced in existing asphalt plants and can be placed using conventional paving equipment available in Ohio. This research project was conducted in two phases.
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Abbas, A. R., Nazzal, M., Kim, S. S., Zhou, F., Quasem, T., Hudaib, A., & Manasreh, D. (2021). Asphalt Mix Overlay Alternative for Low Volume Roads on the Local Transportation System (Report No. FHWA/OH-2021-14). Ohio. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/58716
Abbas, Ala R., Munir Nazzal, Sang-Soo Kim, Fujie Zhou, Tanvir Quasem, Ala Hudaib, and Dmitry Manasreh. Asphalt Mix Overlay Alternative for Low Volume Roads on the Local Transportation System. Report no. FHWA/OH-2021-14. Ohio. Dept. of Transportation, 2021. https://rosap.ntl.bts.gov/view/dot/58716.
Abbas, Ala R., et al. Asphalt Mix Overlay Alternative for Low Volume Roads on the Local Transportation System. Ohio. Dept. of Transportation, 2021, Report no. FHWA/OH-2021-14, ROSA P. https://rosap.ntl.bts.gov/view/dot/58716.
The importance of proper bonding at the asphalt concrete (AC) layer interface cannot be overemphasized when discussing the performance of AC pavements. The primary objective of this research is to develop a set of test procedure and acceptance criterion that can be used in a tack coat quality control (QC) program to mitigate debonding in asphalt pa
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Kim, Y. R., Sudarsanan, N., Heo, J., Fonte, B., & Xue, L. (2021). Development of a Tack Coat Quality Control Program for Mitigating Delamination in Asphalt Pavement Layers (Report No. FHWA/NC/208-13). North Carolina Department of Transportation. Research and Development Unit. https://rosap.ntl.bts.gov/view/dot/60819
Kim, Y Richard, Nithin Sudarsanan, Jaemin Heo, Benjamin Fonte, and Lei Xue. Development of a Tack Coat Quality Control Program for Mitigating Delamination in Asphalt Pavement Layers. Report no. FHWA/NC/208-13. North Carolina Department of Transportation. Research and Development Unit, 2021. https://rosap.ntl.bts.gov/view/dot/60819.
Kim, Y Richard, et al. Development of a Tack Coat Quality Control Program for Mitigating Delamination in Asphalt Pavement Layers. North Carolina Department of Transportation. Research and Development Unit, 2021, Report no. FHWA/NC/208-13, ROSA P. https://rosap.ntl.bts.gov/view/dot/60819.
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