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Federal Highway Administration

This collection contains reports and resources from the Federal Highway Administration (FHWA). Bookmark this collection: https://rosap.ntl.bts.gov/collection_fhwa or https://doi.org/10.21949/1530833.

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Tech Report 10

1 - 11 of 11 Results

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Selection and Characterization of the Foundation Materials for the Third-Generation FHWA Pavement Test Facility

CITE Title : Selection and Characterization of the Foundation Materials for the Third-Generation FHWA Pavement Test Facility Creator(s) : Adams, Michael T.;Nicks, Jennifer;Zuniga, Isaac E;Ghaaowd, Ismaail I.;Culbreth, Nicholas; Corporate Creator(s) : United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development Published Date : 2024-12-01 Report Number : FHWA-HRT-25-023 DOI : https://doi.org/10.21949/1521622 "Selection and Characterization of" (2024). https://doi.org/10.21949/1521622 "Selection and Characterization of the Foundation Materials for the Third-Generation FHWA Pavement Test Facility" (2024), https://doi.org/10.21949/1521622 "Selection and Characterization of the Foundation Materials for the Third-Generation FHWA Pavement Test Facility" , 2024, https://doi.org/10.21949/1521622 Export RIS Citation Information.

:

Adams, Michael T. ;

Nicks, Jennifer

2024-12-01

:

The reconstruction of the Federal Highway Administration’s (FHWA) third-generation Pavement Testing Facility (PTF-3) provided a unique opportunity t...
Redesign of the Third-Generation FHWA Pavement Testing Facility [Tech Brief]

CITE Title : Redesign of the Third-Generation FHWA Pavement Testing Facility [Tech Brief] Creator(s) : Adams, Michael;Nicks, Jennifer;Carvalho, R.; Corporate Creator(s) : United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development;Oaken Consult;SES Group and Associates; Corporate Contributor(s) : United States. Department of Transportation. Federal Highway Administration Published Date : 2024-06-01 Report Number : FHWA-HRT-24-124 DOI : https://doi.org/10.21949/1521781 "Redesign of the Third-Generation" (2024). https://doi.org/10.21949/1521781 "Redesign of the Third-Generation FHWA Pavement Testing Facility [Tech Brief]" (2024), https://doi.org/10.21949/1521781 "Redesign of the Third-Generation FHWA Pavement Testing Facility [Tech Brief]" , 2024, https://doi.org/10.21949/1521781 Export RIS Citation Information.

:

Adams, Michael ;

Nicks, Jennifer

2024-06-01

:

This TechBrief provides an overview of the redesign of the Pavement Testing Facility (PTF) that has been in operation since 1986. The PTF was original...
NextScour Case Study: The I–6064/I–95 Bridge Replacements Over the Lumber River in Lumberton, NC

CITE Title : NextScour Case Study: The I–6064/I–95 Bridge Replacements Over the Lumber River in Lumberton, NC Creator(s) : Shan, Haoyin;Pagenkopf, James R.;Nicks, Jennifer;Xie, Zhaoding;Li, Chen;Wiblishauser, Otto;Huang, Chao;Kerenyi, Kornel; Corporate Creator(s) : Genex Systems, LLC Corporate Contributor(s) : United States. Department of Transportation. Federal Highway Administration. Office of Research, Development, and Technology;United States. Department of Transportation. Federal Highway Administration. Turner-Fairbank Highway Research Center; Published Date : 2024-02-01 Report Number : FHWA-HRT-24-038 URL : /view/dot/73509 "NextScour Case Study: The" (2024). "NextScour Case Study: The I–6064/I–95 Bridge Replacements Over the Lumber River in Lumberton, NC" (2024) "NextScour Case Study: The I–6064/I–95 Bridge Replacements Over the Lumber River in Lumberton, NC" , 2024 Export RIS Citation Information.

:

Shan, Haoyin ;

Pagenkopf, James R.

2024-02-01

:

The North Carolina Department of Transportation (NCDOT) plans to replace two highway bridges on I–6064/I–95 over the Lumber River in Lumberton, NC...
Variability in the Engineering Properties of Open-Graded Aggregate Backfills: A Large-Scale Direct Shear Round-Robin Study

CITE Title : Variability in the Engineering Properties of Open-Graded Aggregate Backfills: A Large-Scale Direct Shear Round-Robin Study Creator(s) : Nicks, Jennifer;Adams, Michael T.;Culbreth, Nicholas;Gebrenegus, T.; Corporate Creator(s) : United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development Corporate Contributor(s) : United States. Federal Highway Administration. Office of Research, Development, and Technology Published Date : 2023-07-01 Report Number : FHWA-HRT-23-046 URL : /view/dot/71851 "Variability in the Engineering" (2023). "Variability in the Engineering Properties of Open-Graded Aggregate Backfills: A Large-Scale Direct Shear Round-Robin Study" (2023) "Variability in the Engineering Properties of Open-Graded Aggregate Backfills: A Large-Scale Direct Shear Round-Robin Study" , 2023 Export RIS Citation Information.

:

Nicks, Jennifer ;

Adams, Michael T.

2023-07-01

:

Open-graded aggregates (OGAs) are a common type of structural backfill used to build a variety of transportation earthworks. Therefore, the Federal Hi...
Statistical Analysis of Pavement Profiler Data to Evaluate the Bump at the End of the Bridge

CITE Title : Statistical Analysis of Pavement Profiler Data to Evaluate the Bump at the End of the Bridge Creator(s) : Mishra, Debakanta;McAtee, Jenn;Chowdhury, Shahjalal;Chittoori, Bhaskar;Tutumluer, Erol;Nicks, Jennifer; Corporate Creator(s) : Engineering & Software Consultants, Inc.;Boise State University; Corporate Contributor(s) : United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development Published Date : 2021-05-01 Report Number : FHWA-HRT-21-037 URL : /view/dot/56339 "Statistical Analysis of Pavement" (2021). "Statistical Analysis of Pavement Profiler Data to Evaluate the Bump at the End of the Bridge" (2021) "Statistical Analysis of Pavement Profiler Data to Evaluate the Bump at the End of the Bridge" , 2021 Export RIS Citation Information.

:

Mishra, Debakanta ;

McAtee, Jenn

2021-05-01

:

The roughness experienced at bridge approaches and departures, generally termed the bump at the end of the bridge (BEB), has been identified as one of...
Instrumentation and 5-Year Performance Monitoring of a GRS IBS in St. Lawrence County, NY

CITE Title : Instrumentation and 5-Year Performance Monitoring of a GRS IBS in St. Lawrence County, NY Creator(s) : Nicks, Jennifer;Adams, Michael;Stabile, Tom;Li, Jan; Corporate Creator(s) : United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development Corporate Contributor(s) : Turner-Fairbank Highway Research Center Published Date : 2020-05-01 Report Number : FHWA-HRT-20-040 URL : /view/dot/49176 "Instrumentation and 5-Year Performance" (2020). "Instrumentation and 5-Year Performance Monitoring of a GRS IBS in St. Lawrence County, NY" (2020) "Instrumentation and 5-Year Performance Monitoring of a GRS IBS in St. Lawrence County, NY" , 2020 Export RIS Citation Information.

:

Nicks, Jennifer ;

Adams, Michael

2020-05-01

:

One of the first Geosynthetic Reinforced Soil—Integrated Bridge System (GRS-IBS) projects to be instrumented and evaluated under the Federal Highway...
Design and Construction Guidelines for Geosynthetic Reinforced Soil Abutments and Integrated Bridge Systems

CITE Title : Design and Construction Guidelines for Geosynthetic Reinforced Soil Abutments and Integrated Bridge Systems Creator(s) : Adams, Michael;Nicks, Jennifer; Corporate Creator(s) : United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development Corporate Contributor(s) : United States. Department of Transportation. Federal Highway Administration. Turner-Fairbank Highway Research Center;United States. Federal Highway Administration; Published Date : 2018-06-01 Report Number : FHWA-HRT-17-080;HRDI-40/06-18(200)E URL : /view/dot/37547 "Design and Construction Guidelines" (2018). "Design and Construction Guidelines for Geosynthetic Reinforced Soil Abutments and Integrated Bridge Systems" (2018) "Design and Construction Guidelines for Geosynthetic Reinforced Soil Abutments and Integrated Bridge Systems" , 2018 Export RIS Citation Information.

:

Adams, Michael ;

Nicks, Jennifer

2018-06-01

:

This manual outlines the state of the art and recommended practice for designing and constructing geosynthetic reinforced soil (GRS) technology for th...
Geosynthetic Reinforced Soil Performance Testing—Axial Load Deformation Relationships

CITE Title : Geosynthetic Reinforced Soil Performance Testing—Axial Load Deformation Relationships Creator(s) : Ooi, P. S. K.,;Stabile, Tom;Nicks, Jennifer;Adams, Michael T.; Corporate Creator(s) : United States. Department of Transportation. Federal Highway Administration. Turner-Fairbank Highway Research Center Corporate Contributor(s) : United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development Contributor(s) : Adams,Mike Published Date : 2013-08-01 Report Number : FHWA-HRT-13-066 URL : /view/dot/37380 "Geosynthetic Reinforced Soil Performance" (2013). "Geosynthetic Reinforced Soil Performance Testing—Axial Load Deformation Relationships" (2013) "Geosynthetic Reinforced Soil Performance Testing—Axial Load Deformation Relationships" , 2013 Export RIS Citation Information.

:

Ooi, P. S. K., ;

Stabile, Tom

2013-08-01

:

The geosynthetic reinforced soil (GRS) performance test (PT), also called a mini-pier experiment, consists of constructing alternating layers of compa...
Friction Angles of Open-Graded Aggregates from Large-Scale Direct Shear Testing : TechBrief

CITE Title : Friction Angles of Open-Graded Aggregates from Large-Scale Direct Shear Testing : TechBrief Creator(s) : Nicks, Jennifer Corporate Creator(s) : United States. Federal Highway Administration Published Date : 2013-07-08 Report Number : FHWA-HRT-13-068 URL : /view/dot/34784 "Friction Angles of Open-Graded" (2013). "Friction Angles of Open-Graded Aggregates from Large-Scale Direct Shear Testing : TechBrief" (2013) "Friction Angles of Open-Graded Aggregates from Large-Scale Direct Shear Testing : TechBrief" , 2013 Export RIS Citation Information.

:

Nicks, Jennifer

2013-07-08

:

State and local transportation agencies frequently use opengraded aggregates for wall, roadway, and bridge construction. The primary advantages of usi...
Geosynthetic Reinforced Soil Integrated Bridge System Interim Implementation Guide

CITE Title : Geosynthetic Reinforced Soil Integrated Bridge System Interim Implementation Guide Creator(s) : Adams, Michael;Nicks, Jennifer;Stabile, Tom;Schlatter, Warren;Hartmann, Joseph; Corporate Creator(s) : United States. Federal Highway Administration. Office of Infrastructure and Transportation Performance Corporate Contributor(s) : United States. Federal Highway Administration Published Date : 2012-06-01 Report Number : FHWA-HRT-11-026 URL : /view/dot/39209 "Geosynthetic Reinforced Soil Integrated" (2012). "Geosynthetic Reinforced Soil Integrated Bridge System Interim Implementation Guide" (2012) "Geosynthetic Reinforced Soil Integrated Bridge System Interim Implementation Guide" , 2012 Export RIS Citation Information.

:

Adams, Michael ;

Nicks, Jennifer

2012-06-01

:

This manual outlines the state-of-the-art and recommended practice for designing and constructing Geosynthetic Reinforced Soil (GRS) technology for th...
Geosynthetic Reinforced Soil Integrated Bridge System, Synthesis Report

CITE Title : Geosynthetic Reinforced Soil Integrated Bridge System, Synthesis Report Creator(s) : Adams, Michael;Nicks, Jennifer;Stabile, Tom;Wu, Jonathan T. H.;Schlatter, Warren;Hartmann, Joseph; Corporate Creator(s) : United States. Department of Transportation. Federal Highway Administration. Office of Infrastructure Research and Development Corporate Contributor(s) : United States. Federal Highway Administration Published Date : 2011-01-01 Report Number : FHWA-HRT-11-027 URL : /view/dot/34474 "Geosynthetic Reinforced Soil Integrated" (2011). "Geosynthetic Reinforced Soil Integrated Bridge System, Synthesis Report" (2011) "Geosynthetic Reinforced Soil Integrated Bridge System, Synthesis Report" , 2011 Export RIS Citation Information.

:

Adams, Michael ;

Nicks, Jennifer

2011-01-01

:

This report is the second in a two-part series to provide engineers with the necessary background knowledge of Geosynthetic Reinforced Soil (GRS) tech...