Road Construction Technology: Transportation Eng II (Chapter 4) Notes
Road Construction Technology Notes for Transportation Engineering II
TRANSPORTATION ENGINEERING II (ENCE 353)
Chapter 4: Road Construction Technology
7 Hours | Core Chapter

Road Construction Technology: Complete Guide

About this Chapter

Welcome to the comprehensive guide on Road Construction Technology. This chapter bridges the gap between pavement design and actual field execution, requiring 7 hours of study in the Transportation Engineering II (ENCE 353) syllabus.

In these notes, you will dive into the practical aspects of building highways. From the initial preparation of the sub-grade using heavy equipment to the precise application of bituminous and cement concrete layers, this section covers the critical techniques required to turn engineering designs into durable realities.

Syllabus: Road Construction Technology (7 Hours)

4 Road Construction Technology (7 hours)

4.1 Activities and techniques used in road construction

4.2 Road construction equipment and plants

4.3 Preparation of sub-grade: Excavation, fill and compaction

4.4 Mass Haul diagram

4.5 Granular, water bound macadam, soil stabilized sub base and base course

4.6 Prime coat and tack coat

4.7 Sand seal and slurry seal

4.8 Bituminous surface and base course: Surface dressing, grouted or penetration macadam

4.9 Bituminous premixes (Dense bituminous macadam; Bituminous concrete)

4.10 Cement concrete pavement and joints in cement concrete pavement

4.11 Concept on the construction of recycled pavement

Execution of Highway Engineering

Road Construction Technology encompasses the diverse array of activities, equipment, and materials necessary to construct modern transportation networks. It begins long before the first layer of asphalt is laid, starting with the heavy earthwork required to establish the road’s foundation.

Earthwork and the Mass Haul Diagram

A crucial element of this chapter is the Mass Haul diagram. This graphical representation is an indispensable tool for civil engineers to plan the most economical movement of excavated materials. By balancing “cut” (excavation) and “fill” (embankment) volumes, engineers minimize transport costs. Accompanying this is the rigorous preparation of the sub-grade, involving proper excavation, filling, and achieving maximum dry density through mechanical compaction.

Base Courses and Bituminous Applications

Moving up the pavement structure, the curriculum covers various base materials, including Granular bases, Water Bound Macadam (WBM), and soil-stabilized layers. Crucially, students must understand the specific functions of bituminous binders. You will learn the difference between a Prime coat (applied to an untreated base to seal and promote adhesion) and a Tack coat (applied between existing bituminous layers). The notes also detail surface treatments like sand seals, slurry seals, and various bituminous premixes like Dense Bituminous Macadam (DBM) and Bituminous Concrete.

Rigid Pavements and Sustainability

Beyond flexible pavements, the chapter addresses the construction of Cement concrete pavements, placing special emphasis on the complex system of joints (expansion, contraction, and construction joints) required to manage thermal expansion and prevent uncontrolled cracking. Finally, reflecting modern engineering trends, the concept of recycled pavement construction is introduced, promoting sustainable practices in infrastructure development.

1. Notes by Assist. Prof. Anil Marsani

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*Disclaimer: This material is for educational purposes only. Credits to Assist. Prof. Anil Marsani.

2. Notes by Dr. Pradeep K. Shrestha

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*Disclaimer: This material is for educational purposes only. Credits to Dr. Pradeep K. Shrestha.

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