United States. Department of Transportation. Federal Highway Administration
2017-03-01
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The current climate of aging transportation infrastructure, budget challenges, changing technologies, and an increased understanding of performance relationships is allowing engineers to move further away from standards to focus on getting the best return on investment. Many transportation agencies see that meeting standards with today’s challenges
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United States. Department of Transportation. Federal Highway Administration (2017). Start-Up Guide: Performance-Based Practical Design (Report No. FHWA-HIF-17-026). United States. Department of Transportation. Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/78226
United States. Department of Transportation. Federal Highway Administration. Start-Up Guide: Performance-Based Practical Design. Report no. FHWA-HIF-17-026. United States. Department of Transportation. Federal Highway Administration, 2017. https://rosap.ntl.bts.gov/view/dot/78226.
United States. Department of Transportation. Federal Highway Administration Start-Up Guide: Performance-Based Practical Design. United States. Department of Transportation. Federal Highway Administration, 2017, Report no. FHWA-HIF-17-026, ROSA P. https://rosap.ntl.bts.gov/view/dot/78226.
United States. Department of Transportation. Federal Highway Administration. Office of Operations
2017-03-01
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This pamphlet describes the implementation of the nation's first truck side guard ordinance in Boston, MA.
United States. Department of Transportation. Federal Highway Administration. Office of Operations (2017). Truck Side Guard Ordinance: Boston, MA [pamphlet] (Report No. FHWA-HOP-16-081). United States. Department of Transportation. Federal Highway Administration. Office of Operations. https://rosap.ntl.bts.gov/view/dot/42456
United States. Department of Transportation. Federal Highway Administration. Office of Operations. Truck Side Guard Ordinance: Boston, MA [pamphlet]. Report no. FHWA-HOP-16-081. United States. Department of Transportation. Federal Highway Administration. Office of Operations, 2017. https://rosap.ntl.bts.gov/view/dot/42456.
United States. Department of Transportation. Federal Highway Administration. Office of Operations Truck Side Guard Ordinance: Boston, MA [pamphlet]. United States. Department of Transportation. Federal Highway Administration. Office of Operations, 2017, Report no. FHWA-HOP-16-081, ROSA P. https://rosap.ntl.bts.gov/view/dot/42456.
Based on current practices, traffic simulation models are calibrated and validated using macroscopic measures such as 15-minute averages of traffic counts or average point-to-point travel times. For an emerging number of applications, including connected vehicles, the realism of simulated driver dynamics at the second-by-second or sub-second trajec
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Xyntarakis, M., Alexiadis, V., Punzo, V., Campbell, R., Skabardonis, A., & Flanigan, E. (2017). A Framework for Validating Traffic Simulation Models at the Vehicle Trajectory Level (Report No. FHWA-JPO-16-405). United States. Department of Transportation. Intelligent Transportation Systems Joint Program Office. https://rosap.ntl.bts.gov/view/dot/34271
Xyntarakis, Michalis, Vassili Alexiadis, Vincenzo Punzo, Robert Campbell, Alexander Skabardonis, and Erin Flanigan. A Framework for Validating Traffic Simulation Models at the Vehicle Trajectory Level. Report no. FHWA-JPO-16-405. United States. Department of Transportation. Intelligent Transportation Systems Joint Program Office, 2017. https://rosap.ntl.bts.gov/view/dot/34271.
Xyntarakis, Michalis, et al. A Framework for Validating Traffic Simulation Models at the Vehicle Trajectory Level. United States. Department of Transportation. Intelligent Transportation Systems Joint Program Office, 2017, Report no. FHWA-JPO-16-405, ROSA P. https://rosap.ntl.bts.gov/view/dot/34271.
United States. Department of Transportation. Federal Highway Administration. Office of Safety
2017-03-01
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The Federal Highway Administration’s (FHWA) Safety Compass newsletter aims to increase highway safety awareness and to provide resources to the highway safety community to help save lives. The newsletter is published three times a year, and includes articles on safety-focused offerings from FHWA, other DOT modes; our State, Local, and Tribal partne
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United States. Department of Transportation. Federal Highway Administration. Office of Safety (2017). Safety Compass Newsletter - Spring 2017: Volume 11 Issue 2. United States. Department of Transportation. Federal Highway Administration. Office of Safety. https://rosap.ntl.bts.gov/view/dot/44190
United States. Department of Transportation. Federal Highway Administration. Office of Safety. Safety Compass Newsletter - Spring 2017: Volume 11 Issue 2. United States. Department of Transportation. Federal Highway Administration. Office of Safety, 2017. https://rosap.ntl.bts.gov/view/dot/44190.
United States. Department of Transportation. Federal Highway Administration. Office of Safety Safety Compass Newsletter - Spring 2017: Volume 11 Issue 2. United States. Department of Transportation. Federal Highway Administration. Office of Safety, 2017, ROSA P. https://rosap.ntl.bts.gov/view/dot/44190.
The Richmond, Virginia Pedestrian and Bicycle Network Improvement Study provides a detailed set of infrastructure improvement recommendations to enhance bicycle and pedestrian access to and from seven future Bus Rapid Transit stations along a 7.6-mile corridor in Richmond, Virginia.
Evans, J., Waldheim, N., Clarke, A., Hernandez, M., Phelps, W., Glazier, E., McCarty, M., Laverty, B., O'Connell, M., Hardway, J., Maniwang, S., & Shenk, L. (2017). City of Richmond Bicycle and Pedestrian Network Improvement Study (Report No. FHWA-HEP-17-074). Federal Highway Administration (U.S.). https://rosap.ntl.bts.gov/view/dot/50780
Evans, Jay, Nicole Waldheim, A. Clarke, Mauricio Hernandez, Wendy Phelps, Eli Glazier, and Megan McCarty, et al.. City of Richmond Bicycle and Pedestrian Network Improvement Study. Report no. FHWA-HEP-17-074. Federal Highway Administration (U.S.), 2017. https://rosap.ntl.bts.gov/view/dot/50780.
Evans, Jay, et al. City of Richmond Bicycle and Pedestrian Network Improvement Study. Federal Highway Administration (U.S.), 2017, Report no. FHWA-HEP-17-074, ROSA P. https://rosap.ntl.bts.gov/view/dot/50780.
This report highlights emerging tools, techniques, and resources for gathering qualitative public and stakeholder input to inform the planning process, improve project outcomes, and contribute to streamlining project delivery.
Evans, J., Waldheim, N., Clarke, A., Hernandez, M., Phelps, W., Glazier, E., McCarty, M., Laverty, B., O'Connell, M., Hardway, J., Maniwang, S., & Shenk, L. (2017). Incorporating Qualitative Data in the Planning Process: Improving Project Delivery and Outcomes (Report No. FHWA-HEP-17-075). Federal Highway Administration (U.S.). https://rosap.ntl.bts.gov/view/dot/50789
Evans, Jay, Nicole Waldheim, A. Clarke, Mauricio Hernandez, Wendy Phelps, Eli Glazier, and Megan McCarty, et al.. Incorporating Qualitative Data in the Planning Process: Improving Project Delivery and Outcomes. Report no. FHWA-HEP-17-075. Federal Highway Administration (U.S.), 2017. https://rosap.ntl.bts.gov/view/dot/50789.
Evans, Jay, et al. Incorporating Qualitative Data in the Planning Process: Improving Project Delivery and Outcomes. Federal Highway Administration (U.S.), 2017, Report no. FHWA-HEP-17-075, ROSA P. https://rosap.ntl.bts.gov/view/dot/50789.
The need to accurately characterize the structural condition of existing pavements has increased with the recent development, release, and ongoing implementation of the Mechanistic-Empirical Pavement Design Guide (MEPDG). A number of different material inputs are required in the procedure, and it is important to adequately characterize and define t
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Bruinsma, J. E., Vandenbossche, J., Chatti, K., & Smith, K. D. (2017). Using Falling Weight Deflectometer Data with Mechanistic-Empirical Design and Analysis, Volume II: Case Study Reports (Report No. FHWA-HRT-16-010). United States. Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/38333
Bruinsma, J. E., Julie Vandenbossche, Karim Chatti, and Kurt D. Smith. Using Falling Weight Deflectometer Data with Mechanistic-Empirical Design and Analysis, Volume II: Case Study Reports. Report no. FHWA-HRT-16-010. United States. Federal Highway Administration, 2017. https://rosap.ntl.bts.gov/view/dot/38333.
Bruinsma, J. E., et al. Using Falling Weight Deflectometer Data with Mechanistic-Empirical Design and Analysis, Volume II: Case Study Reports. United States. Federal Highway Administration, 2017, Report no. FHWA-HRT-16-010, ROSA P. https://rosap.ntl.bts.gov/view/dot/38333.
On March 29, 2017, the Baltimore Regional Transportation Board (BRTB)—the metropolitan planning organization for the Baltimore region—hosted the Baltimore Downtown/Regional Freight Delivery Symposium. The Symposium was held with assistance and sponsorship from the Institute of Transportation Engineers (ITE) and the Federal Highway Administration's
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United States. Federal Highway Administration (2017). Downtown/Regional Freight Delivery Symposium - Executive Summary. Baltimore, MD - March 2017. Executive Summary (Report No. FHWA-HOP-18-046). United States. Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/42222
United States. Federal Highway Administration. Downtown/Regional Freight Delivery Symposium - Executive Summary. Baltimore, MD - March 2017. Executive Summary. Report no. FHWA-HOP-18-046. United States. Federal Highway Administration, 2017. https://rosap.ntl.bts.gov/view/dot/42222.
United States. Federal Highway Administration Downtown/Regional Freight Delivery Symposium - Executive Summary. Baltimore, MD - March 2017. Executive Summary. United States. Federal Highway Administration, 2017, Report no. FHWA-HOP-18-046, ROSA P. https://rosap.ntl.bts.gov/view/dot/42222.
This case study highlights two noteworthy practices at the Southeast Michigan Council of Governments (SEMCOG) regarding short-duration traffic count validation procedures and an automated annual average daily traffic (AADT) estimation process. SEMCOG maintains a centralized traffic count database and receives traffic counts from the local agencies
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Holik, W. A., Tsapakis, I., Vandervalk, A., Turner, S. M., & Habermann, J. (2017). Innovative Traffic Data QA/QC Procedures and Automating AADT Estimation (Report No. FHWA-SA-17-035). United States. Department of Transportation. Federal Highway Administration. Office of Safety. https://rosap.ntl.bts.gov/view/dot/42856
Holik, William A., Ioannis Tsapakis, Anita Vandervalk, Shawn M. Turner, and John Habermann. Innovative Traffic Data QA/QC Procedures and Automating AADT Estimation. Report no. FHWA-SA-17-035. United States. Department of Transportation. Federal Highway Administration. Office of Safety, 2017. https://rosap.ntl.bts.gov/view/dot/42856.
Holik, William A., et al. Innovative Traffic Data QA/QC Procedures and Automating AADT Estimation. United States. Department of Transportation. Federal Highway Administration. Office of Safety, 2017, Report no. FHWA-SA-17-035, ROSA P. https://rosap.ntl.bts.gov/view/dot/42856.
The need to accurately characterize the structural condition of existing pavements has increased with the recent development, release, and ongoing implementation of the Mechanistic-Empirical Pavement Design Guide (MEPDG). A number of different material inputs are required in the procedure, and it is important to adequately characterize and define t
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Bruinsma, J. E., Vandenbossche, J., Chatti, K., & Smith, K. D. (2017). Using Falling Weight Deflectometer Data with Mechanistic-Empirical Design and Analysis, Volume II: Case Study Reports (Report No. FHWA-HRT-16-010;HRDI-20/03-17(WEB)E). United States. Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/37573
Bruinsma, J. E., Julie Vandenbossche, Karim Chatti, and Kurt D. Smith. Using Falling Weight Deflectometer Data with Mechanistic-Empirical Design and Analysis, Volume II: Case Study Reports. Report no. FHWA-HRT-16-010;HRDI-20/03-17(WEB)E. United States. Federal Highway Administration, 2017. https://rosap.ntl.bts.gov/view/dot/37573.
Bruinsma, J. E., et al. Using Falling Weight Deflectometer Data with Mechanistic-Empirical Design and Analysis, Volume II: Case Study Reports. United States. Federal Highway Administration, 2017, Report no. FHWA-HRT-16-010;HRDI-20/03-17(WEB)E, ROSA P. https://rosap.ntl.bts.gov/view/dot/37573.
The objective of this report is to provide recommendation for the cost-effective design and construction of post-grouted drilled shafts (PGDS) in appropriate transportation applications. The work included review of available technical literature; consultation with those currently involved with post-grouting, collection, and interpretation of result
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Loehr, J. E., Marinucci, A., Duffy, P. H., Gomez, J., Robinson, H., Day, T., Boeckmann, A., & Cadden, A. (2017). Evaluation and Guidance Development for Post-Grouted Drilled Shafts for Highways (Report No. FHWA-HIF-17-024). United States. Federal Highway Administration. Office of Bridges and Structures. https://rosap.ntl.bts.gov/view/dot/42723
Loehr, J. Erik, Antonio Marinucci, Peggy H. Duffy, Jesus Gomez, Helen Robinson, Tayler Day, Andrew Boeckmann, and Allen Cadden. Evaluation and Guidance Development for Post-Grouted Drilled Shafts for Highways. Report no. FHWA-HIF-17-024. United States. Federal Highway Administration. Office of Bridges and Structures, 2017. https://rosap.ntl.bts.gov/view/dot/42723.
Loehr, J. Erik, et al. Evaluation and Guidance Development for Post-Grouted Drilled Shafts for Highways. United States. Federal Highway Administration. Office of Bridges and Structures, 2017, Report no. FHWA-HIF-17-024, ROSA P. https://rosap.ntl.bts.gov/view/dot/42723.
United States. Federal Highway Administration. Center for Accelerating Innovation
2017-03-01
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Innovator, published by the FHWA Center for Accelerating Innovation, advances implementation of innovative technologies and processes in the highway industry. Its audience is transportation professionals in highway agencies, trade and research groups, academia and the private sector, and the driving public.
United States. Federal Highway Administration. Center for Accelerating Innovation (2017). Innovator - March/April 2017 - Volume 10, Issue 59 (Report No. FHWA-17-CAI-003). United States. Federal Highway Administration. Center for Accelerating Innovation. https://rosap.ntl.bts.gov/view/dot/44007
United States. Federal Highway Administration. Center for Accelerating Innovation. Innovator - March/April 2017 - Volume 10, Issue 59. Report no. FHWA-17-CAI-003. United States. Federal Highway Administration. Center for Accelerating Innovation, 2017. https://rosap.ntl.bts.gov/view/dot/44007.
United States. Federal Highway Administration. Center for Accelerating Innovation Innovator - March/April 2017 - Volume 10, Issue 59. United States. Federal Highway Administration. Center for Accelerating Innovation, 2017, Report no. FHWA-17-CAI-003, ROSA P. https://rosap.ntl.bts.gov/view/dot/44007.
The need to accurately characterize the structural condition of existing pavements has increased with the recent development, release, and ongoing implementation of the Mechanistic-Empirical Pavement Design Guide (MEPDG). A number of different material inputs are required in the procedure, and it is important to adequately characterize and define t
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Smith, K. D., Bruinsma, J. E., Wade, M. J., Chatti, K., Vandenbossche, J., & Yu, H. T. (2017). Using Falling Weight Deflectometer Data with Mechanistic-Empirical Design and Analysis, Volume I: Final Report (Report No. FHWA-HRT-16-009). United States. Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/38332
Smith, Kurt D., J. E. Bruinsma, Monty J. Wade, Karim Chatti, Julie Vandenbossche, and H. Thomas Yu. Using Falling Weight Deflectometer Data with Mechanistic-Empirical Design and Analysis, Volume I: Final Report. Report no. FHWA-HRT-16-009. United States. Federal Highway Administration, 2017. https://rosap.ntl.bts.gov/view/dot/38332.
Smith, Kurt D., et al. Using Falling Weight Deflectometer Data with Mechanistic-Empirical Design and Analysis, Volume I: Final Report. United States. Federal Highway Administration, 2017, Report no. FHWA-HRT-16-009, ROSA P. https://rosap.ntl.bts.gov/view/dot/38332.
This report describes the efforts undertaken to review the status of falling weight deflectometer (FWD) equipment, data collection, analysis, and interpretation, including dynamic backcalculation, as they relate to the models and procedures incorporated in the Mechanistic-Empirical Pavement Design Guide. The work conducted in this project resulted
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Chatti, K., Kutay, M. E., Lajnef, N., Zaabar, I., Varma, S., & Lee, H. S. (2017). Enhanced Analysis of Falling Weight Deflectometer Data for Use With Mechanistic-Empirical Flexible Pavement Design and Analysis and Recommendations for Improvements to Falling Weight Deflectometers (Report No. FHWA-HRT-15-063). Turner-Fairbank Highway Research Center. https://rosap.ntl.bts.gov/view/dot/35823
Chatti, Karim, M. Emin Kutay, Nizar Lajnef, Imen Zaabar, Sudhir Varma, and Hyung Suk Lee. Enhanced Analysis of Falling Weight Deflectometer Data for Use With Mechanistic-Empirical Flexible Pavement Design and Analysis and Recommendations for Improvements to Falling Weight Deflectometers. Report no. FHWA-HRT-15-063. Turner-Fairbank Highway Research Center, 2017. https://rosap.ntl.bts.gov/view/dot/35823.
Chatti, Karim, et al. Enhanced Analysis of Falling Weight Deflectometer Data for Use With Mechanistic-Empirical Flexible Pavement Design and Analysis and Recommendations for Improvements to Falling Weight Deflectometers. Turner-Fairbank Highway Research Center, 2017, Report no. FHWA-HRT-15-063, ROSA P. https://rosap.ntl.bts.gov/view/dot/35823.
United States. Department of Transportation. Federal Highway Administration. Office of Operations
2017-03-01
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This pamphlet describes a project where the New York City Department of Transportation (NYCDOT), New York City Economic Development Corporation (NYCEDC), and Port Authority of New York and New Jersey (PANYNJ) collaborated with local, State, and industry partners to create an all-interstate route to JFK for trucks pulling longer trailers.
United States. Department of Transportation. Federal Highway Administration. Office of Operations (2017). Regional Coordination for Truck Network Efficiency: New York, NY [pamphlet] (Report No. FHWA-HOP-17-021). United States. Department of Transportation. Federal Highway Administration. Office of Operations. https://rosap.ntl.bts.gov/view/dot/42457
United States. Department of Transportation. Federal Highway Administration. Office of Operations. Regional Coordination for Truck Network Efficiency: New York, NY [pamphlet]. Report no. FHWA-HOP-17-021. United States. Department of Transportation. Federal Highway Administration. Office of Operations, 2017. https://rosap.ntl.bts.gov/view/dot/42457.
United States. Department of Transportation. Federal Highway Administration. Office of Operations Regional Coordination for Truck Network Efficiency: New York, NY [pamphlet]. United States. Department of Transportation. Federal Highway Administration. Office of Operations, 2017, Report no. FHWA-HOP-17-021, ROSA P. https://rosap.ntl.bts.gov/view/dot/42457.
This paper investigates the trends of longitudinal and transverse cracking in jointed concrete pavements based on Long-Term Pavement Performance (LTPP) Program Strategic Study of Structural Factors for Rigid Pavements (SPS-2) data. The impacts of slab properties, base type, traffic volume, and environmental factors on the occurrence and extent of l
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United States. Federal Highway Administration (2017). Analysis of Cracking in Jointed Plain Concrete Pavements (Report No. FHWA-HRT-16-073;HRDI-30/03-17(WEB)). United States. Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/35618
United States. Federal Highway Administration. Analysis of Cracking in Jointed Plain Concrete Pavements. Report no. FHWA-HRT-16-073;HRDI-30/03-17(WEB). United States. Federal Highway Administration, 2017. https://rosap.ntl.bts.gov/view/dot/35618.
United States. Federal Highway Administration Analysis of Cracking in Jointed Plain Concrete Pavements. United States. Federal Highway Administration, 2017, Report no. FHWA-HRT-16-073;HRDI-30/03-17(WEB), ROSA P. https://rosap.ntl.bts.gov/view/dot/35618.
This report presents findings from the Integrated Corridor Management (ICM) traveler behavior surveys, a set of panel surveys of US-75 corridor users, conducted before and after the deployment of ICM. The purpose of the surveys was to measure the impacts of the ICM initiative on travelers’ use of real-time information, their travel behavior in the
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Petrella, M., & Conwell, L. (2017). Integrated Corridor Management Initiative: Overview of the Dallas Traveler Response Panel Survey (Report No. FHWA-JPO-17-430). United States. Department of Transportation. Intelligent Transportation Systems Joint Program Office. https://rosap.ntl.bts.gov/view/dot/32522
Petrella, Margaret and Lucas Conwell. Integrated Corridor Management Initiative: Overview of the Dallas Traveler Response Panel Survey. Report no. FHWA-JPO-17-430. United States. Department of Transportation. Intelligent Transportation Systems Joint Program Office, 2017. https://rosap.ntl.bts.gov/view/dot/32522.
Petrella, Margaret, and Lucas Conwell Integrated Corridor Management Initiative: Overview of the Dallas Traveler Response Panel Survey. United States. Department of Transportation. Intelligent Transportation Systems Joint Program Office, 2017, Report no. FHWA-JPO-17-430, ROSA P. https://rosap.ntl.bts.gov/view/dot/32522.
United States. Department of Transportation. Federal Highway Administration. Office of Operations
2017-03-01
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This pamphlet describes the implementation of a multi-faceted program to improve management of the District of Columbia’s more than 500 curbside loading zones.
United States. Department of Transportation. Federal Highway Administration. Office of Operations (2017). Commercial Loading Zone Management Program: Washington, D.C. [pamphlet] (Report No. FHWA-HOP-17-022). United States. Department of Transportation. Federal Highway Administration. Office of Operations. https://rosap.ntl.bts.gov/view/dot/42458
United States. Department of Transportation. Federal Highway Administration. Office of Operations. Commercial Loading Zone Management Program: Washington, D.C. [pamphlet]. Report no. FHWA-HOP-17-022. United States. Department of Transportation. Federal Highway Administration. Office of Operations, 2017. https://rosap.ntl.bts.gov/view/dot/42458.
United States. Department of Transportation. Federal Highway Administration. Office of Operations Commercial Loading Zone Management Program: Washington, D.C. [pamphlet]. United States. Department of Transportation. Federal Highway Administration. Office of Operations, 2017, Report no. FHWA-HOP-17-022, ROSA P. https://rosap.ntl.bts.gov/view/dot/42458.
This document describes the Draft System Architecture and Design for the Transit Bus Stop Pedestrian Warning (TSPW)application including the design for the pedestrian detection system and DSRC radio to be deployed at transit stops and includesdetails on the Enhanced Transit Safety Retrofit Package platform upon which the TSPW application will run o
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Zimmer, R., Pierce, B. K., Burns, M., Polinori, A., Guspan, K., & Sedda, A. (2017). Transit bus stop pedestrian warning application : architecture and design : final report (Report No. FHWA-JPO-16-401;CON00024197;#89B). United States. Joint Program Office for Intelligent Transportation Systems. https://rosap.ntl.bts.gov/view/dot/32525
Zimmer, Robert, Bennett K. Pierce, Matthew Burns, Anthony Polinori, Kristina Guspan, and Ahmed Sedda. Transit bus stop pedestrian warning application : architecture and design : final report. Report no. FHWA-JPO-16-401;CON00024197;#89B. United States. Joint Program Office for Intelligent Transportation Systems, 2017. https://rosap.ntl.bts.gov/view/dot/32525.
Zimmer, Robert, et al. Transit bus stop pedestrian warning application : architecture and design : final report. United States. Joint Program Office for Intelligent Transportation Systems, 2017, Report no. FHWA-JPO-16-401;CON00024197;#89B, ROSA P. https://rosap.ntl.bts.gov/view/dot/32525.
This Product Brief introduces the reader to the Long-Term Pavement Performance Bind (LTPPBind) Online Web-based tool for selecting asphalt binder performance grades (PGs).(1) It explains what the tool is, who can benefit from its use, what its main features are, and how and where potential users can find more information.
Wiser, L. (2017). Long-Term Pavement Performance Bind Online [Product Brief] (Report No. FHWA-HRTM 2442;Pub 17-009). United States. Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/35726
Wiser, Larry. Long-Term Pavement Performance Bind Online [Product Brief]. Report no. FHWA-HRTM 2442;Pub 17-009. United States. Federal Highway Administration, 2017. https://rosap.ntl.bts.gov/view/dot/35726.
Wiser, Larry Long-Term Pavement Performance Bind Online [Product Brief]. United States. Federal Highway Administration, 2017, Report no. FHWA-HRTM 2442;Pub 17-009, ROSA P. https://rosap.ntl.bts.gov/view/dot/35726.
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