Traffic Load Impact on Pavement Condition Deterioration Using PCI Method: A Case Study of Taman–Waru Road, Sidoarjo Regency, Indonesia
DOI:
https://doi.org/10.59890/ijir.v4i4.164Keywords:
Traffic Load, Pavement Condition Index, ESAL, AASHTO 1993, Road DeteriorationAbstract
Road pavement deterioration is a critical infrastructure challenge on high-traffic arterial roads in Indonesia. This study analyzes the impact of traffic loads on pavement condition deterioration along Taman–Waru Road, Sidoarjo Regency, East Java. Traffic characteristics (ADT, CESA5) were quantified using AASHTO 1993, and pavement condition was assessed via the Pavement Condition Index (PCI) method (ASTM D6433-18) across 10 segments (200m each). Correlation and regression analyses were applied. Results show a strong negative correlation (r = –0.987, R² = 0.974), with 50% of segments exceeding design ESAL threshold. PCI values range from 32 (Very Poor) to 72 (Good), and remaining service life as low as 6.6 years. The regression equation PCI = 624.44 – 86.14 × log(ESAL) provides a practical maintenance trigger tool
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Copyright (c) 2026 Yeyen Dwi Affri Rahmandhani, Risma Marleno, Laksono Djoko Nugroho
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