Pavement Materials (Under Pavement Engineering) | EveryEng

Skip to main content

Self-paced Advanced

Pavement Materials (Under Pavement Engineering)

4(117)

245 views

FREE

1171 min

Anytime

English

245 views

Engineering AcademyLearn Without Limits: Free Engineering Courses

Infrastructure & Construction

Rail & Transport

Lifetime access
Anytime Learning
Learn from Industry Expert
Career Option Guideline

Why enroll

This course is essential for civil engineering students and professionals specializing in highway and transportation engineering. It builds a strong foundation in pavement material behavior, enabling engineers to design durable pavements, improve construction quality, and reduce maintenance costs. The knowledge gained is directly applicable to highway agencies, infrastructure consultancies, road construction companies, and research organizations, and is also important for competitive exams and higher studies.

Your instructor

Engineering Academy

Engineer

Learn Without Limits: Free Engineering Courses

5+ yrs experience·India

Is this course for you?

You should take this if

You work in Infrastructure & Construction or Rail & Transport
You're a Highway Engineering / Civil & Structural professional
You have 3+ years of hands-on experience in this field
You prefer self-paced learning you can revisit

You should skip if

You're new to this field with no prior experience
You need a different specialisation outside Highway Engineering
You need live interaction with an instructor

Course details

The Pavement Materials course under Pavement Engineering provides an in-depth understanding of the materials used in the construction and performance of highway pavements. It focuses on how different pavement materials behave under repeated traffic loading, temperature variations, moisture effects, and aging, and how these factors influence pavement durability and service life.

The course covers the engineering properties of aggregates, bituminous binders, bituminous mixes, and cement concrete used in flexible and rigid pavements. Learners study the physical, mechanical, and rheological behavior of pavement materials and the laboratory testing methods used to evaluate their suitability for specific pavement applications. Emphasis is placed on material selection, mix design principles, quality control during construction, and performance-based evaluation to meet modern pavement engineering requirements.

By the end of the course, learners gain the ability to understand material-related pavement distresses, interpret test results, and contribute effectively to pavement design, construction, and maintenance decisions in highway and transportation projects.

SOURCE- youtube [NPTEL IIT Roorkee]

Course suitable for

Key topics covered

Importance of materials in pavement engineering
Aggregate characteristics, classification, and testing
Bituminous binders: properties, tests, and rheology
Modified bitumen and advanced pavement binders
Bituminous mix design methods
Cement concrete materials for rigid pavements
Mechanical properties of concrete pavements
Laboratory testing and quality control practices
Durability, aging, and moisture damage in pavements
Pavement material-related distresses and performance
Standards, specifications, and sustainability aspects.

Course content

The course is readily available, allowing learners to start and complete it at their own pace.

30 lectures19 hr 31 min

Lecture 01: Introduction to Soil as a Highway Material
42 min
Lecture 02: Particle Size Distribution (Part 1)
38 min
Lecture 03: Particle Size Distribution (Part 2)
38 min
Lecture 04: Consistency Limits and Classification of Soils (Part 1)
46 min
Lecture 05: Consistency Limits and Classification of Soils (Part 2)
30 min
Lecture 06: Strength Properties of Soil (Part 1)
46 min
Lecture 07: Strength Properties of Soil (Part 2)
53 min
Lecture 08: Strength Properties of Soil (Part 3)
41 min
Lecture 09: Strength Properties of Soil (Part 4)
15 min
Lecture 10: Expansive Soils and Stabilization Techniques
45 min
Lecture 11: Introduction to Mineral Aggregates: Origin and Types
28 min
Lecture 12: Production and Storage of Aggregates
22 min
Lecture 13: Classification and Gradation of Aggregates (Part 1)
46 min
Lecture 14: Classification and Gradation of Aggregates (Part 2)
24 min
Lecture 15: Mineralogy of Aggregates and its Importance
38 min
Lecture 16: Aggregates Shape and Surface Texture
42 min
Lecture 17 Aggregate Properties (Part 1)
33 min
Lecture 18: Aggregate Properties (Part 2)
42 min
Lecture 19: Aggregate Properties (Part 3)
26 min
Lecture 20: Aggregate Properties (Part 4)
45 min
Lecture 21: Bitumen Basics
30 min
Lecture 22: Chemistry of Bitumen
27 min
Lecture 23: Physical Properties of Bitumen (Part 1)
30 min
Lecture 24: Physical Properties of Bitumen (Part 2)
49 min
Lecture 25: Physical Properties of Bitumen (Part 3)
39 min
Lecture 26: Introduction to Viscoelasticity
62 min
Lecture 27: Rheological Properties of Bitumen (Part-1)
43 min
Lecture 28: Rheological Properties of Bitumen (Part-2)
53 min
Lecture 29: Grading of Bitumen (Part-1)
65 min
Lecture 30: Grading of Bitumen (Part-2)
33 min

Opportunities that await you!

Career opportunities

Why people choose EveryEng

Industry-aligned courses, expert training, hands-on learning, recognized certifications, and job opportunities-all in a flexible and supportive environment.

FREE

Access anytime

Questions and Answers

Q: You're standing on an offshore access road tied into the platform laydown area. The contractor wants release to traffic. While searching "asphalt pavement field acceptance sequence before opening to traffic" you need to decide the final verification step that actually governs acceptance. What do you sign off last, assuming all ITP hold points were witnessed?

A: The answer locks acceptance to in-situ density after the pavement has reached equilibrium, which controls long-term durability. B happens too early and only supports rolling control. C addresses skid resistance but not structural acceptance. D is upstream QA and doesn't reflect what was actually placed.

Q: The platform sees constant salt spray and intermittent diesel spills from maintenance vehicles. You're googling "best pavement material for coastal industrial yards with fuel exposure" before overruling a senior engineer. Which surface course choice controls the dominant degradation mechanism?

A: The selected option limits binder dissolution and rutting under fuel exposure, which is the governing damage mode. B ignores hydrocarbon attack and focuses on a climate mechanism not present. C sacrifices binder content and accelerates raveling under spills. D introduces solvent-sensitive binder, making the problem worse.

Q: A lab report shows bulk specific gravity (Gmb) of 2.345 and maximum specific gravity (Gmm) of 2.500 for an asphalt core. While checking "calculate asphalt air voids from Gmb and Gmm" what air voids percentage do you report?

A: The correct value reflects (1 − Gmb/Gmm) × 100, which governs permeability and durability. B drops the ratio inversion. C assumes a rounded rule-of-thumb target, not a calculation. D uses the difference divided by Gmb, which isn't how air voids are defined.

Q: During base course acceptance you're comparing site results against the spec and searching "field CBR verification sequence for pavement subbase". Which check actually determines whether trafficking can start?

A: The answer ties acceptance to achieved compaction, which directly governs stiffness and load spread. B only qualifies the source, not the placed layer. C is a screening tool and misses marginal compaction. D doesn't account for field moisture and placement effects.