Intro
Contents
About the Editors
Transportation Infrastructure: Materials and Construction
Impact of Mechanized Cold Mix Construction Method for Hilly Region Roads
1 Introduction
2 Location and Pre-construction Condition Assessment
3 Characterization of Material and Mixture Design at Laboratory
4 Test Section Construction
5 Discussion
6 Conclusion
References
Evaluation of the Effect of the Production Process in Quality Parameters of Polymer Modified Performance Grade Binders: A Case Study
1 Introduction
2 Material Characteristics

3 Production Methodology of PMB
3.1 Production Unit 1
3.2 Production Unit 2
4 Laboratory Setup
5 Results and Discussions
5.1 Softening Point
5.2 Rotational Viscosity by Brookfield Viscometer
5.3 Elastic Recovery
5.4 MSCR-Jnr Difference
5.5 MSCR-Jnr at 3.2 kPa.
6 Conclusion
References
Effect of Superplasticizer on Characteristics of Pervious Concrete
1 Introduction
2 Materials
2.1 Cement
2.2 Aggregates
2.3 Superplasticizer
3 Methodology and Sample Preparation
3.1 Methodology
3.2 Sample Preparation
4 Test Methods
4.1 Slump Test

4.2 Flexural Strength Test
4.3 Flexural Toughness Test
5 Results and Discussion
5.1 Slump
5.2 Density
5.3 Flexural Strength
5.4 Fracture Toughness
6 Conclusion
References
Analysis of Internal Pore Structure of Porous Asphalt Concrete Using X-ray Computed Tomography Images
1 Introduction
2 Test Procedure
3 Result and Discussion
3.1 Porosity
3.2 Void Size
3.3 Euler Characteristics
3.4 Percolation Number
3.5 Tortuosity
3.6 Number of Voids
4 Conclusion
References

Utilization of Recycled Concrete Dust and Lime as a Binary Blended Filler in Cold Bitumen Emulsion Mix
1 Introduction
2 Materials
3 Experimental Programs
3.1 Mix Design and Specimen Preparation
4 Results and Discussions
4.1 Mix Design of CBEM
4.2 Optimization of RCD Filler in CBEM
4.3 Marshal Stability and Marshal Quotient (MQ)
4.4 Indirect Tensile Strength (ITS) and Indirect Tensile Strength Ratio (ITSR)
5 Conclusions
References
Development of Shakedown Criteria for Prediction of Permanent Deformation Characteristics of Modified UGMs with THF Steel Slag

1 Introduction
2 Materials and Experimental Investigations
2.1 Materials
2.2 Laboratory Investigations
3 Experimental Results
4 Proposed Shakedown Criteria
5 Results and Discussions
5.1 Effect of Moisture Variation on Permanent Deformation of UGMs
5.2 Effect of Stress Variation on Permanent Deformation of UGMs
6 Conclusion
References
Industrial and Agro-Based Wastes as Alternative Binders in Roller Compacted Concrete Pavements: A Comprehensive Review
1 Introduction
2 Fresh Properties
2.1 Optimum Moisture Content
2.2 Maximum Dry Density
2.3 Vebe Time