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Traditional highway maintenance in India relies on fixed periodic resurfacing cycles, leading to resource inefficiencies and delayed repairs. This paper presents a framework for maximizing flexible pavement network life cycles through condition-triggered and risk-weighted optimization. The methodology integrates Indian Roads Congress (IRC) assessment techniques, specifically IRC:115 for structural evaluation and IRC:37 for design, with lifecycle economics and probabilistic risk modelling. Deterioration models were calibrated to account for tropical monsoon climates and Indian traffic heterogeneity. The framework was validated through a 20-year case study of a 48-kilometer State Highway near Chennai, Tamil Nadu. Statistical validation via Monte Carlo simulation showed the optimized solution led to an 18% reduction in discounted life-cycle costs compared to traditional periodic resurfacing. Key improvements included a 26% increase in serviceable network duration and a 45% decrease in major structural strengthening interventions. By shifting from age-based cycles to state-dependent optimization, this framework provides a robust and feasible pathway for Indian highway agencies to implement performance-based asset management. The results confirm that considering functional indices and structural assessments ensures fiscal resilience under budget constraints.
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Deepak Baskandi (2026) studied this question.
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