Highway materials
A road is a layered structure built mostly from soil, crushed stone and binder. Each layer has a job: the subgrade is the prepared natural soil or fill that ultimately carries the load; the sub-base, often granular, spreads load, drains water and protects the subgrade; the base, of wet mix macadam, cement-treated or bituminous material, provides most of the structural strength; and the surface course gives a smooth, skid-resistant, waterproof riding surface.
Soil for subgrade and embankment is tested for grading, plasticity, maximum dry density and California Bearing Ratio. Aggregates must be strong, tough, durable, clean and well shaped. The aggregate impact value and Los Angeles abrasion value measure resistance to impact and wear; flakiness and elongation indices limit thin and long pieces that break under rollers; water absorption and soundness test durability; stripping tests check adhesion to bitumen.
Bitumen, the binder for flexible pavements, is graded in India by viscosity at 60 °C into VG10, VG20, VG30 and VG40, the stiffer grades for hotter climates and heavier traffic. Penetration, softening point, ductility and viscosity tests characterise it. Modified binders with polymers or crumb rubber resist rutting and cracking better. Emulsions and cutbacks allow cold application for tack and prime coats and patching. For rigid pavements, the materials are paving quality concrete with a design flexural strength, dowel and tie bars and joint sealants. Increasingly, recycled asphalt, industrial by-products such as slag and fly ash, and waste plastic are used where tests show they perform.
CBR = load at 2.5 or 5 mm penetration / standard load × 100Aggregate impact value = fines passing 2.36 mm / sample mass × 100Los Angeles abrasion = loss passing 1.70 mm / sample mass × 100Flakiness index = mass of flaky pieces / total mass × 100
Problem. In an aggregate impact test, a 340 g sample yields 72 g passing the 2.36 mm sieve. In a Los Angeles test, 5 000 g yields 1 420 g passing 1.70 mm. Find both values and comment.
- AIV = 72 / 340 × 100 = 21.2 percent.
- LA abrasion = 1 420 / 5 000 × 100 = 28.4 percent.
- Both are moderate values; compare with the specification limits for the intended layer (bituminous surface courses need lower values than sub-base).
Answer. AIV ≈ 21 percent; LA abrasion ≈ 28 percent
Quick quiz
1Name the four main layers of a flexible pavement.
Subgrade, sub-base, base and surface course.
2How are Indian paving bitumens graded?
By viscosity at 60 °C (VG10 to VG40).
3What does the flakiness index limit?
Thin, flat aggregate pieces that break and pack poorly.
- IRC:37 (India): Guidelines for the design of flexible pavements.
- IS 73 (India): Paving bitumen: viscosity-graded (VG) specification.
Clauses and documents to read
- IS 73:2013 (paving bitumen)
- IS 2386 (Parts 1 and 4):1963 (aggregate tests)
- MoRTH Specifications for Road and Bridge Works, Section 400 and 500 (cited by section)
Cited by number and clause only. We do not reproduce clause text, tables or figures (BIS Act 2016, s.10(5) and s.11). Check the current edition and amendments before use.
References and further reading
Standard texts, listed in no order of merit. We do not copy text, figures, tables or solved problems from any book; our explanations and examples are original.
- S. K. Khanna, C. E. G. Justo, A. Veeraragavan, Highway Engineering, Nem Chand and Bros, latest edition.
- F. L. Mannering, S. S. Washburn, Principles of Highway Engineering and Traffic Analysis, Wiley, latest edition.
Free and official sources
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