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This document summarizes a research study that compared four different flexible pavement design methods - Group Index, California Bearing Ratio, American Association of State Highway Officials, and Asphalt Institute methods. Traffic and soil samples were collected from selected locations in Nigeria. The designs were then analyzed based on pavement thickness, construction costs, strength, durability, and maintenance costs. The study found that the CBR method resulted in the lowest construction cost per kilom

Author

phemmy jibade

Language

EN