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N.J. Garber and L.A. Hoel, Traffic and Highway Engineering, 4th ed., Cengage, 2009.

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Article

Pavement Condition Evaluation of the Kapalong-Talaingod-Valencia (Bukidnon) Road in Mindanao, Philippine

1Department of Civil Engineering, University of Science and Technology of Southern Philippines, Cagayan de Oro City, Philippines


American Journal of Civil Engineering and Architecture. 2026, Vol. 14 No. 1, 20-25
DOI: 10.12691/ajcea-14-1-3
Copyright © 2026 Science and Education Publishing

Cite this paper:
Neil Ian O. Tagaan, Jonathan B. Calibara. Pavement Condition Evaluation of the Kapalong-Talaingod-Valencia (Bukidnon) Road in Mindanao, Philippine. American Journal of Civil Engineering and Architecture. 2026; 14(1):20-25. doi: 10.12691/ajcea-14-1-3.

Correspondence to: Neil  Ian O. Tagaan, Department of Civil Engineering, University of Science and Technology of Southern Philippines, Cagayan de Oro City, Philippines. Email: Tagaan.neilian@gmail.com

Abstract

Roads are public assets whose pavement condition directly influences safety, mobility, and sustainability. Corridors in steep, high‑rainfall terrain with heavy truck traffic deteriorate quickly, requiring systematic evaluation. This study assesses a 51.541-km section of the Kapalong–Talaingod–Valencia (Bukidnon) Road (K1538+(-687) to K1588+854) using the Department of Public Works and Highways (DPWH) Visual Condition Index (VCI) . Multi‑year VCI records (2021–2024) were analyzed alongside a 2025 field survey to classify current conditions, identify distress types, and derive maintenance implications. Results show that Poor segments exhibit mixed cracking and surface wear, while Bad segments combine wide cracking, shattered slabs, and slope/road‑slip indicators . Five‑year trends reveal untreated sections sliding from Fair/Poor to Bad, whereas targeted interventions restored selected stretches to Good. Quarry haul traffic and geohazards emerged as key accelerants of deterioration. Prioritized treatment guidance is proposed: reconstruction for short failing stretches with structural distress; rehabilitation overlays for longer Poor sections; and preventive maintenance for Fair/Good corridors . Currently, 41.44% of the corridor is rated Fair, while 10.12% is rated Poor/Bad. Strategic implementation of preventive maintenance on Good/Fair sections, coupled with rehabilitation and reconstruction of isolated Bad spots, could by 2027 raise Good >50% and reduce Poor+Bad <5%, while closing the 4.27% data gap. These findings highlight the importance of proactive asset management in sustaining serviceability under challenging terrain and traffic conditions.

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