Benjamin Shane Underwood

A framework to identify fatigue failure of asphalt binders under multiple aging levels using linear amplitude and time sweep testing

International Journal of Pavement Engineering, 25(1).

A state-of-the-art review of asphalt mixture fracture models to address pavement reflective cracking

Construction and Building Materials, 443, 137674.

Asphalt Pavement Reflective Cracking Model to Better Address Rehabilitation: Phase I Report

(Final Report No. FHWA-HRT-TBD.). Federal Highway Administration.

Asphalt binder characterization using waveform-based viscoelastic measures and time-temperature superposition principle under large strains

CONSTRUCTION AND BUILDING MATERIALS, 438.

Assessment of Conventional and Engineered Surface Asphalt Mixtures Through Empirical and Fundamental Performance Tests

Transportation Research Record: Journal of the Transportation Research Board, 3.

Characterization of binder, mastic, and FAM film thickness within asphalt concrete mixtures

Construction and Building Materials, 421, 135595.

Current Pavement Preservation Techniques in the United States

21st Highway and Airport Pavement Engineering, Asphalt Technology, and Infrastructure Conference. Presented at the 21st Highway and Airport Pavement Engineering, Asphalt Technology, and Infrastructure Conference, Liverpool, UK.

Evaluation of Alternative Approaches to Restore the Rheology of Recycled Asphalt Binders

Transportation Research Record: Journal of the Transportation Research Board, 3.

Evaluation of Paris law-based approach on asphalt mixture reflective cracking performance modeling

Engineering Fracture Mechanics, 303, 110098.

Fracture properties of asphalt mixtures containing high content of reclaimed asphalt pavement (RAP) and eco-friendly PET additive at low temperature

CONSTRUCTION AND BUILDING MATERIALS, 449.

Linking Chemical Structure to the Linear and Nonlinear Properties of Asphalt Binders

Transportation Research Record: Journal of the Transportation Research Board, 5.

Longevity of Shotblasting: Friction and Texture Improvements

PROCEEDINGS OF THE 10TH INTERNATIONAL CONFERENCE ON MAINTENANCE AND REHABILITATION OF PAVEMENTS, MAIREPAV-10, VOL 2, Vol. 523, pp. 119–128.

Low-Temperature Performance Evaluation of Recycled Binder Blends for Assessing Recycling Agents’ Acceptance

Journal of Materials in Civil Engineering, 36(9).

Mechanical Characterization and Performance Prediction of Fiber-Modified Asphalt Mixes

International Journal of Pavement Research and Technology, 6.

Mechanical Properties and Performance of Mixtures Containing a High Level of Recycled Materials That Are Designed Using Alternative Approaches

Transportation Research Record: Journal of the Transportation Research Board, 4.

Mechanical Properties and Performance of Mixtures with the Same Volumetric Classification

Transportation Research Record: Journal of the Transportation Research Board, 4.

Mechanistic-Based Evaluation of Performance Thresholds for Balanced Mix Design Asphalt Surface Mixtures

(Final Report No. FHWA/VTRC 25-TBD.).

Modeling damage caused by combined thermal and traffic loading using viscoelastic continuum damage theory

Construction and Building Materials, 418, 135425.

Performance Assessment of High Reclaimed Asphalt Pavement Asphalt Mixtures with Recycling Agents

Transportation Research Record: Journal of the Transportation Research Board, 4.

Phenomenological modeling of aging and rejuvenation on asphalt binder fatigue characteristics

Construction and Building Materials, 425, 135929.

Reflective Cracking Performance Evaluations of Highly Polymer-Modified Asphalt Mixture

Journal of Transportation Engineering, Part B: Pavements, 150(3).

Roadmap for Repurposing Waste Plastics in Asphalt Mixes

A Step-by-Step Procedure to Obtain Molecular Weight Distribution of Asphalt Binders using Laser Desorption Mass Spectroscopy

7th Conference of Transportation Research Group of India. Presented at the 7th Conference of Transportation Research Group of India, Surat, India.

An investigation into the nonlinear rheological behavior of modified asphalt binders using large amplitude oscillatory shear rheology

International Journal of Pavement Engineering, 24(1).

Asphalt mixture fatigue damage and failure predictions using the simplified viscoelastic continuum damage (S-VECD) model

International Journal of Fatigue, 174, 107736.

Balanced Mixture Design Framework for Asphalt Mixtures Based on Index- and Performance-Volumetrics Relationships

Transportation Research Record: Journal of the Transportation Research Board, 2677(10), 233–245.

Benchmarking Recycled Binder Blends Using Statistical Analysis: A Case Study of Virginia and North Carolina

Transportation Research Record: Journal of the Transportation Research Board, 2678(3), 50–65.

Case Studies of Asphalt Pavement Quality Assurance Specifications, Performance-Related Specifications, and Performance-Based Specifications

Transportation Research Record: Journal of the Transportation Research Board, 2677(11), 682–696.

Criterion to Select the Maximum Aggregate Size of Fine-Aggregate Asphalt Matrices

Transportation Research Record: Journal of the Transportation Research Board, 2677(9), 555–566.

Development of Friction and Texture Performance Models

(Final Report No. FHWA/NC/2022-05). North Carolina Department of Transportation.

Early Friction and Texture Evolution After an Asphalt Overlay

Transportation Research Record: Journal of the Transportation Research Board, 2677(6), 573–593.

Effect of soil amendments on the compaction characteristics, hydraulic conductivity, and tire sinkage potential of roadside soils

Transportation Geotechnics, 41, 101019.

Effect of synthetic fibers on the mechanical performance of asphalt mixture: A review

Journal of Traffic and Transportation Engineering (English Edition), 10(3), 331–348.

Engineered Frameworks for Evaluating the Use of Recycling Agents in Surface Asphalt Mixtures for Virginia

(Final Report No. FHWA/VTRC 24-R3).

Improving Resilience of Transportation Infrastructure to Hurricane Damage

(Final Report No. FHWA/NC/2021-08). North Carolina Department of Transportation.

Laboratory Performance Evaluation of Alternative Approaches to Incorporate Recycled Binder Availability into Mixture Design Procedures

Transportation Research Record: Journal of the Transportation Research Board, 2677(10), 519–533.

Modifying Existing Asphalt Mix Design Procedures for RAP/RAS Surface Mixtures

(Final Report No. FHWA/NC/2021-06). North Carolina Department of Transportation.

Overview of Asphalt Mixture Performance-Related Specifications Using Index- and Performance-Volumetrics Relationships

Advances in Materials and Pavement Performance Prediction. Presented at the Advances in Materials and Pavement Performance Prediction, Hong Kong.

Quantifying Uncertainty with Pavement Performance Models: Comparing Bayesian and Non-Parametric Methods

Transportation Research Record: Journal of the Transportation Research Board, 2677(7), 661–679.

Reliability analysis of damage prediction in asphalt pavement sections using FlexPAVE <sup>TM program and S-VECD fatigue model

International Journal of Pavement Engineering, 24(2).

Repeatability and Reproducibility Analysis for Functional Test Results from Asphalt Mixture Performance Tester Cyclic Fatigue Test

Transportation Research Record: Journal of the Transportation Research Board, 2677(9), 539–554.

Review of advanced road materials, structures, equipment, and detection technologies

Journal of Road Engineering, 3(4), 370–468.

Ruggedness Evaluation of Dynamic Modulus Test Using Small-Scale Test Specimens for Asphalt Mixture Performance Tester

Transportation Research Record: Journal of the Transportation Research Board, 2677(11), 387–400.

Ruggedness and Interlaboratory Studies for Asphalt Mixture Performance Tester (AMPT) Cyclic Fatigue Test Phase II Report

(Phase II Report,” Report No. FHWA-HRT-22-113). Washington, D.C: Federal Highway Administration.

Ruggedness and Interlaboratory Studies for Asphalt Mixture Performance Tester (AMPT) Small Scale Dynamic Modulus: Phase II Report

(Final Report No. FHWA-HRT-TBD). Federal Highway Administration.

Seasonal Effects due to Moisture Variation and Investigation of Cyclic Fatigue Temperature and End Failure on Pavement Performance: FlexPAVETM User Guide

(User Guide No. FHWA-HRT-TBD). Federal Highway Administration.

Self-healing master curves of bituminous binders: a non-linear viscoelastic continuum damage framework

Road Materials and Pavement Design, 24(sup1), 124–144.

Simplified protocol for fatigue cracking characterization of asphalt mixtures using the direct tension cyclic fatigue test

Construction and Building Materials, 363, 129828.

Towards sustainable roads: A State-of-the-art review on the use of recycling agents in recycled asphalt mixtures

Journal of Cleaner Production, 406, 136994.

Using continuous traffic counts extracted from smartphone data to evaluate traffic reductions during COVID-19 pandemic in North Carolina

Latin American Transport Studies, 1, 100005.

Characterization of the permanent deformation of asphalt mixtures based on indexes and on pavement structural performance

Construction and Building Materials, 326, 126555.

Correlation of asphalt binder linear viscoelasticity (LVE) parameters and the ranking consistency related to fatigue cracking resistance

Construction and Building Materials, 322, 126450.

Development of an analytical framework for evaluation of critical fiber length in asphalt concrete with a fiber pullout test

Construction and Building Materials, 360, 129561.

Effect of laboratory oxidative aging on dynamic shear rheometer measures of asphalt binder fatigue cracking resistance

Construction and Building Materials, 337, 127566.

Evaluation of Inverted Pavement for NC Roadways

(Final Report No. FHWA/NC/2020-17). North Carolina Department of Transportation.

Evaluation of Recycling Agent and Extender Dosage Selection Procedures to Restore the High-Temperature Climatic Performance Grade

Transportation Research Record: Journal of the Transportation Research Board, 2676(6), 302–314.

Evaluation of Structural Performance of Pavements under Extreme Events: Flooding and Heatwave Case Studies

Transportation Research Record: Journal of the Transportation Research Board, 2676(7), 233–248.

Federal Aid Project No. 080-A(212)T: San Pedro River Bridge Structure No. 609

(Project No. 080 CH 298 H8937 OIC). Arizona Department of Transportation.

Method to Reduce Uncertainty in the Prediction of Pavement Condition With a Lower Sample Frequency

Transportation Research Record: Journal of the Transportation Research Board, 2676(9), 289–308.

Molecular-based asphalt oxidation reaction mechanism and aging resistance optimization strategies based on quantum chemistry

Materials & Design, 223, 111225.

Pavement Performance Impacts Predicted by Climate Change Models in Arizona

[Final Report]. Arizona Department of Transportation.

Performance of warm asphalt mixtures containing reclaimed asphalt pavement, an anti-stripping agent, and recycling agents: A study using a balanced mix design approach

Construction and Building Materials, 363, 129633.

Ruggedness and Interlaboratory Studies for Asphalt Mixture Performance Tester (AMPT) Small Scale Dynamic Modulus: Phase I Report

(Final Report No. FHWA-HRT-TBD). Federal Highway Administration.

Seasonal Effects due to Moisture Variation and Investigation of Cyclic Fatigue Temperature and End Failure on Pavement Performance

(Final Report No. FHWA-HRT-TBD). Federal Highway Administration.

A Nexus of Tribology and Rheology to Study Thin-Film Mechanics of Asphalt–Aggregate Interaction during Mixing and Compaction

Ageing effects on the linear and nonlinear viscoelasticity of bituminous binders

Road Materials and Pavement Design, 22(sup1), S37–S50.

Calibration of Structural Layer Coefficients for North Carolina Asphalt Pavements

(Final Report No. FHWA/NC/2019-20). North Carolina Department of Transportation.

Cracking performance predictions using index-volumetrics relationships with direct tension cyclic fatigue test and Illinois Flexibility Index Test (I-FIT)

Construction and Building Materials, 315, 125631.

Determining Structural Number for FORTA-FI in North Carolina

[Final Report.]. FORTA Corporation.

Development of framework of the predictive performance-engineered mix design procedure for asphalt mixtures

International Journal of Pavement Engineering, 23(12), 4190–4205.

Disruption and Recovery: Initial Assessment of COVID-19 Traffic Impacts in North Carolina and Virginia

Journal of Transportation Engineering, Part A: Systems, 147(4).

Evaluation of New Asphalt Concrete Job Mix Formula Specifications

(Final Report No. FHWA/NC/2020-12). North Carolina Department of Transportation.

Evaluation of Pave-AID Modified Asphalt Mixtures

[Final Report.]. FORTA Corporation.

Evolution of Pavement Friction and Macrotexture after Asphalt Overlay

(Final Report No. FHWA/NC/2020-11). North Carolina Department of Transportation.

Infrastructure resilience to navigate increasingly uncertain and complex conditions in the Anthropocene

Npj Urban Sustainability, 1(1).

Novel Index for Vulnerability Assessment of Flexible Pavement Infrastructure to Temperature Rise: Case Study of Developing Countries

Journal of Infrastructure Systems, 28(1).

Pavement Fatigue Damage Simulations Using Second-Generation Mechanistic-Empirical Approaches

Transportation Research Record: Journal of the Transportation Research Board, 2676(1), 1–17.

Preparation and performances of SBS compound modified asphalt mixture by acidification and vulcanization

Construction and Building Materials, 296, 123693.

Rejuvenation Mechanism of Asphalt Mixtures Modified with Crumb Rubber

CivilEng, 2(2), 370–384.

Review From Multiple Perspectives for the State of the Practice on the Use of Recycled Asphalt Materials and Recycling Agents in Asphalt Concrete Surface Mixtures

Transportation Research Record: Journal of the Transportation Research Board, 2676(4), 407–420.

Review of the Superpave performance grading system and recent developments in the performance-based test methods for asphalt binder characterization

Construction and Building Materials, 319, 126063.

Ruggedness and Interlaboratory Studies for Asphalt Mixture Performance Tester (AMPT) Cyclic Fatigue Test: Phase I Report

(Report No. FHWA-HRT-21-057). Washington, D.C: Federal Highway Administration.

Rutting performance prediction using index-volumetrics relationships with stress sweep rutting test and Hamburg wheel-track test

Construction and Building Materials, 295, 123664.

Use of Resampling Method to Construct Variance Index and Repeatability Limit of Damage Characteristic Curve

Transportation Research Record: Journal of the Transportation Research Board, 2675(7), 194–207.

COVID-19, Uncertainty, and the Need for Resilience-Based Thinking in Pavement Engineering

Journal of Transportation Engineering, Part B: Pavements, 147(1), 02520001.

Chemical Composition and Rheological Characteristics of Binders Containing RAP and Rejuvenator

Journal of Materials in Civil Engineering, 32(4), 04020026.

Combined effect of waste polymer and rejuvenator on performance properties of reclaimed asphalt binder

Construction and Building Materials, 268, 121059.

Complexity and Infrastructure Design for Climate Changes

Decision Analysis Today: Newsletter of the INFORMS Decision Analysis Society, 39(1), 26–29.

Development of Testing Strategies for Wet Batch Material

[Final Report.]. Corning Incorporated.

Development of a fatigue index parameter, S-app, for asphalt mixes using viscoelastic continuum damage theory

INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 23(2), 438–452.

Development of a rutting index parameter based on the stress sweep rutting test and permanent deformation shift model

International Journal of Pavement Engineering, 23(2), 387–399.

Development of environmentally friendly flame retardant to achieve low flammability for asphalt binder used in tunnel pavements

Journal of Cleaner Production, 257, 120487.

Development of preliminary transfer functions for performance predictions in FlexPAVE™

Construction and Building Materials, 266, 121182.

Effect of Speed Bumps on Pavement Condition

Transportation Research Record, 2674(9), 66–82.

Effects of aging on asphalt mixture and pavement performance

Construction and Building Materials, 258, 120309.

Evaluating interaction of fibre reinforcement mechanism with mesostructure of asphalt concrete

International Journal of Pavement Engineering, 23(5), 1594–1611.

Experimental Study for Crowdsourced Ride Quality Index Estimation Using Smartphones

Journal of Transportation Engineering, Part B: Pavements, 146(4).

Fatigue behaviour of conventional and rubber-modified gap-graded asphalt mixtures using bending and axial fatigue tests

Australian Journal of Civil Engineering, 19(2), 195–207.

Fourier transform rheology of asphalt binders

In Advances in Materials and Pavement Performance Prediction II (pp. 427–431).

Implementation of the AASHTO M 332 Specification: A Case Study

Transportation Research Record: Journal of the Transportation Research Board, 2674(9), 959–971.

Keeping infrastructure reliable under climate uncertainty

Nature Climate Change, 10(6), 488–490.

Large amplitude oscillatory shear of modified asphalt binder

Long-Term Performance Benefits of the Design-Build Delivery Method Applied to Road Pavement Projects in the U.S.

KSCE Journal of Civil Engineering, 24(4), 1049–1059.

Low-temperature performance grade characterisation of asphalt binder using the dynamic shear rheometer

International Journal of Pavement Engineering, 23(3), 811–823.

Nonlinear Viscoelastic Response of Crumb Rubber Modified Asphalt Binder Under Large Strains

Transportation Research Record: Journal of the Transportation Research Board, 2674(3), 139–149.

Past and Present Design Practices and Uncertainty in Climate Projections are Challenges for Designing Infrastructure to Future Conditions

Journal of Infrastructure Systems, 26(3).

Pavement performance predictions using performance-volumetric relationship and evaluation of construction variability: Example of MaineDOT shadow project for the development of performance-related specifications

Construction and Building Materials, 263, 120150.

Predictive Framework for Modeling Changes in Asphalt Mixture Moduli with Oxidative Aging

Transportation Research Record: Journal of the Transportation Research Board, 2674(10), 79–93.

Refinement of Climate-, Depth-, and Time-Based Laboratory Aging Procedure for Asphalt Mixtures

Transportation Research Record: Journal of the Transportation Research Board, 2675(2), 207–218.

Safety of Earthen Stormwater Infiltration Best Management Practices (BMP’s) Adjacent to Highways

(Final Report No. CA20-2896). California Department of Transportation.

Sensitivity analysis of simplified viscoelastic continuum damage fatigue model

Simulation of the asphalt concrete stiffness degradation using simplified viscoelastic continuum damage model

International Journal of Fatigue, 140, 105850.

Statistical Validation of Crowdsourced Pavement Ride Quality Measurements from Smartphones

Journal of Computing in Civil Engineering, 34(3).

Stress decomposition of nonlinear response of modified asphalt binder under large strains

Uncertainty Quantification of Simplified Viscoelastic Continuum Damage Fatigue Model using the Bayesian Inference-Based Markov Chain Monte Carlo Method

Transportation Research Record: Journal of the Transportation Research Board, 2674(4), 247–260.

Use of Polymer-Modified Asphalts (PMA) in Dense-Graded Mixtures: Internet Survey and Tools to Measure Return on Investment

Journal of the Association of Asphalt Paving Technologists, 89, 173–212.

Wildfire risk, post-fire debris flows, and transportation infrastructure vulnerability

Sustainable and Resilient Infrastructure, 7(3), 188–200.

A method to select general circulation models for pavement performance evaluation

International Journal of Pavement Engineering, 22(2), 1–13.

A method to select general circulation models for pavement performance evaluation

International Journal of Pavement Engineering, 1–13.

Advancements in the characterisation and design of asphalt materials

Underwood, S., Caro, S., & Varveri, A. (2020, July 2). INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, Vol. 21, pp. 955–955.

Advancements in the characterisation and design of asphalt materials

International Journal of Pavement Engineering, 1–1.