This book provides case studies and state-of-the-art research findings for cutting-edge technologies relevant to transportation infrastructure projects, with emphasis on safe, smart, and resilient road and mobility networks. The market share of the global infrastructure projects is estimated at $3.4 trillion, the socioeconomic rate of return is around 20%, and significant progress has been made in the last decade in maintenance of existing projects and to improve future construction projects for the well-being of the society. Different book chapters focus on emerging challenges including readying road infrastructure to autonomous vehicles, safety of road users, increased efficiency and sustainability of infrastructure projects, and advances in construction materials and technologies of highways, tunnels, and bridges. State-of-the-art research includes the current and future applications of unmanned aerial vehicles (UAV), intelligent transportation systems (ITS), artificial intelligence (AI), Internet of things (IoT), big data, smart materials, and additive manufacturing (AM). This book is intended for transportation professionals, policy makers, researchers, practicing engineers, researchers, graduate students, and public and private sector transportation personnel

lgrsnf/3031476115.pdf

Springer Nature, Cham, 2024

Switzerland, Switzerland

Contents
Asset Management
Establishment of the Conditions for the Estimation of IRI in Urban Roads Using a Mobile Application
Abstract
1 Introduction
2 Methodology
2.1 Experimental Design
2.2 Variables of Interest
2.3 Data Collection: Measuring the IRI Using the Mobile Application
2.4 Road Sections
2.5 Exploratory Phase: Preliminary Results
2.6 Second Stage
3 Results
4 Conclusions
References
Saw-Cut Joints as a Countermeasure for Low Temperature Cracks at Asphalt Pavement
Abstract
1 Introduction
2 A Brief Description of Climate Condition and Road Network in Mongolia
2.1 Climate Condition in Mongolia
2.2 Road Network in Mongolia
2.3 Major Distresses of Paved Roads in Mongolia
2.4 Proposals by the TCP
3 Test Pavement
3.1 Location of the Test Pavement
3.2 Planned Test Pavement Structure
3.2.1 Evaluating an Effect of Pavement Structure to LTC
3.2.2 Evaluating an Effect of Gradations of AC Mixtures to LTC
3.2.3 Evaluating an Effect of Saw-Cut Joints and Its Space to LTC
3.3 Actual Constructed Pavement Structures
4 LTC Initiating Condition and Analysis
4.1 Surface Survey Results After Opening to Traffic
4.2 Effect of SCJ as a Countermeasure of Controlling LTC
4.3 Appropriate SCJ Space
4.4 Effects of Pavement Structures and Types of Mixtures to LTC
4.4.1 Effect of Pavement Structures
4.4.2 Effect of Mixtures
5 Transverse Cracks Initiated at Shoulder
5.1 Brief Description of Initiated Transverse Cracks at Shoulder
5.2 Estimation of Causes Those Transverse Cracks Initiation
6 Changes in LTC During the Warm Season
7 Conclusions and Summary
References
Sustainable HMA Pavement Construction Using Innovative Materials and Designs for Long-Lasting Assets in the SEA Region
Abstract
1 Introduction
2 HMA Mixture Design
2.1 Balanced Mixture Design
3 Long-Lasting HMA Pavements
3.1 Rutting
3.2 Fatigue Cracking
4 Rejuvenation/Healing of HMA Pavements
5 Summaries
6 Conclusion
References
Data Linkage of Road Surface Condition Survey and Daily Inspection Accelerated Pavement Management of Expressway
Abstract
1 Introduction
2 Outlines of This Study
3 Location-Based Data Linkage
3.1 Outline of NEXCO Pavement Management System (NEXCO-PMS)
3.2 Outline of NEXCO Inspection System (NEXCO-IS)
3.3 Data Linkage
4 Actual Road Surface Performance
5 Empirical Analysis
5.1 Road Surface Condition Values and Daily Inspection Records
5.1.1 Trends in Damages Found During Daily Inspections
5.1.2 Empirical Analysis of Individual Routes
5.1.3 Methods of Developing Repair Plans According to the State of Progressive Deterioration
5.2 Road Surface Condition Values and Pavement Structure
5.3 Utility of IRI in Expressway Pavement Management
6 Conclusions
References
The Caribbean Response to Disaster: Insight on the Role of Transportation
Abstract
1 Introduction
2 Disaster Management Plans in the Caribbean
3 Outline of Proposed Transportation Disaster Management Framework for the Caribbean
4 Conclusion
References
Evaluation of the Amount of Deflection Recovery by Stratified Repair Using a Hidden Markov Deterioration Model
Abstract
1 Introduction
2 Basic Concepts of this Study
2.1 Overview of Previous Studies
2.2 Deepening of Damaged Areas and Utilization of FWD Surveys
2.3 Hidden Markov Deterioration Model with Recovery
3 Model
3.1 Modeling Assumptions
3.2 Markov Transition Probability Model
3.3 Markov Transition Probability of Deterioration Process
3.4 Markov Transition Probability of the Recovery Process
3.5 Hidden Markov Deterioration Model
3.6 Completeness Operation
4 Application Examples
4.1 Overview of Data
4.2 Estimation Results of Hidden Markov Deterioration Model
4.3 Estimation Results of Transition Probability of Recovery Process
5 Conclusion
References
Innovative Materials and Technologies
Advantages of Geopolymer Concrete in Infrastructure Applications
Abstract
1 Introduction and Literature Review
2 Geopolymer Concrete Mix Constituents
3 Geopolymer Concrete Mixes Mechanical Properties
4 Geopolymer Concrete Applications in the Construction Industry
5 Impediments to GPC Widespread in Construction Industry
6 Conclusions
References
The Future of Ultra-High-Performance Concrete in Infrastructure Projects in the United States
Abstract
1 Introduction
2 Ultra-High-Performance Concrete Mix Constituents
3 Ultra-High-Performance Concrete Mechanical Properties
4 UHPC Applications in the Construction Industry
5 Conclusions
References
A Study on the Static and Dynamic Performance Evaluation of BH Girder Through Full-Scale Experiments
Abstract
1 Introduction
2 Evaluation of Highway Bridge Application
2.1 Fabrication of a 60-m-Span Full-Scale BH Girder Specimen
2.2 Performance Evaluation of BH Girder According to Static Loading Test
3 Evaluation of Railway Bridge Application
4 Conclusion
References
Asphalt Mixtures Using the Semi-wet Method of Reacted and Activated Rubber from Recycled Tires
Abstract
1 Introduction
2 Environmental Advantages
3 Semi-wet Growth and Use
4 Binder Properties
5 Mix Properties
6 Conclusion
References
Impact of Micro-sized Supplementary Cementitious Materials on Concrete Properties
Abstract
1 Introduction
2 Supplementary Cementitious Materials Composition
3 Supplementary Cementitious Materials Proportioning in Concrete Mixes
4 Mechanical Properties of SCM Mixes
5 Conclusions
6 Recommendations for Future Research
References
Sensor Integration in Asphalt for Data-Based Degradation Monitoring
Abstract
1 Introduction
2 Developments of a Function-Integrated Fabric Made of Natural Fibers and Sensor Materials
3 Integration of the Functionalized Fabric in Asphalt as Well as Investigations of Structural Disturbances
3.1 Fabrication of the Test Specimens Using a Modified Marshall Mold Set
4 Fundamentals of Split Tensile Swell Tests to Determine Stiffness and Resistance to Fatigue
4.1 Influence of the Liner on the Results of Degradation Tests
5 Collection and Transport of Data to the Software
5.1 Structure of the Laboratory Version
5.2 Concept for the Application
6 Evaluation of the Data by Means of Adapted Software According to the Specifications of the Road Construction Industry Has Been Carried Out
6.1 Data Understanding
6.2 Data Preparation
6.3 Modeling
6.4 Evaluation
7 Conclusions
References
Analysis of the Behavior of Asphalts with and Without an Optical Measurement System in Cyclic Indirect Tensile Tests (CITT)
Abstract
1 Introduction
2 Materials and Methods
2.1 Cyclic Indirect Tensile Test
2.2 Optical Measurement System
2.3 Integration of Sensors in Specimens
3 Results
3.1 Specimen Manufacturing Method
3.2 Experimental Investigations
3.3 Description of the Internal Strains in Marshall Specimens
3.4 Comparison of the Results with Conservative Measurement Methods
4 Conclusions and Future Work
References
ITS and Smart Mobility Technologies
Impact of Adaptive Traffic Management System on Carbon Emissions: Istanbul Case
Abstract
1 Introduction
2 What Is Signalization?
2.1 History of Signalization
3 Signalization Systems
3.1 Isolated Signalization Control Systems
3.1.1 Fixed Time Signalization Control Systems
3.1.2 Traffic Actuated Signalization Control Systems
Semi Actuated Signalization Control Systems
Fully Actuated Signalization Control Systems
3.1.3 Adaptive Traffic Control Systems
4 ATAK
4.1 ATAK Method
5 The Intersections Under Study and Analysis Methodology
6 Intersection Analysis Results
6.1 10th Year Avenue
6.2 03001 Telsizler Intersection
6.3 03004 Yesilyurt Entrance Intersection
6.4 24009 Akdeniz Street Intersection
7 Conclusion
References
How Roads Change When Introducing Green Slow Mobility Without Drivers—Experiences in Japan?
Abstract
1 Introduction
2 Descriptions of Services by Using Green Slow Mobility (GSM)
3 Some Examples of the GSM Services in Japan
4 Significations of the GSM Services
5 How Long We Need to Construct the Magnetic Marker System
6 Conclusions
References
Road Safety—Towards Zero Deaths
Gaze Behavior of E-Scooter Riders in an Urban Environment
Abstract
1 Introduction
2 Current State of Research
3 Research Design
3.1 Sample and Route Selection
3.2 Survey Equipment and Eye Tracking Technology
4 Methodology
5 Results
5.1 Gaze Behavior on Differently Designed Cycling Facilities
5.2 Gaze Behavior at Intersections
6 Conclusions
References
Implementing “Vision Zero” by Evaluating the Effect of Technology in Road Safety Education to Improve Drivers’ Behavior
Abstract
1 Introduction
2 Applicants Classification
3 Data Collection
3.1 Correlation Between Practical Test Trials and Simulator Scores
4 Summary
5 Code Availability
6 Data Availability
References
Philippines’ Leadership on Road Safety Renewal While Motivating the EAP Region
Abstract
1 Introduction
2 An Overview of the World Bank-Supported Road Safety Initiatives in the Philippines
2.1 Investment Project Financing
2.2 Advisory Services and Analytics
3 Added Value of the World Bank’s Road Safety Engagement
3.1 Methodology of Engagement
3.2 Systematic Engagement
3.3 Sustainability Beyond Engagement
4 Conclusion
References

2024-04-20