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All Journal JISTECH: Journal of Information Science and Technology Jurnal Dinamis
Putra, Made Budi Purnama
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Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Electrical & Electronics Engineering Energy Engineering Industrial & Manufacturing Engineering Social Sciences

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Perhitungan Umur Sisa Perkerasan Lentur Berdasarkan Analisis Data Lalu Lintas pada Ruas Jalan Drs. Esau Sesa, Manokwari, Papua Barat: Perhitungan Umur Sisa Perkerasan Lentur Berdasarkan Analisis Data Lalu Lintas pada Ruas Jalan Drs. Esau Sesa, Manokwari, Papua Barat de Queljoe, Winda Sary; Putra, Made Budi Purnama; Adi Nata, Tegar
JISTECH: Journal of Information Science and Technology Vol 14 No 2 (2025): Volume 14 Nomor 2 Tahun 2025
Publisher : Universitas Papua

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30862/jistech.v14i2.985

Abstract

Roads are vital infrastucture that support the social, economic, and logistical activities of a region. Over time, pavement performance decreases due to repeated traffic loads, environmental conditions, and constuction quality variations. This study aims to analyze the remaining service life of flexible pavement based on traffic data on Drs. Esau Sesa Road, Manokwari Regency, West Papua Province. Traffic data were collected through a seven days survey in December 2024 and processed using the Indonesia Highway Capacity Manual (PKJI, 2023) and the Road Pavement Design Manual (MDPJ, 2024). Equivalent single axle load (ESAL) and cumulative ESAL (CESAL) calculations were conducted for a 20 years projection period (2024-2044). The analysis result indicateed for a CESAL value of 2,393,429 ESAL with an initial remaining service live (RSL) of 98,91% in 2025, decreasing to 21,84% with a CESAL of 186,079,039 ESAL in 2044. Based on the AASHTO (1993) classification, the pavement condition requires routine maintenance until 2038, overlay between 2039-2043, and rehabilitation in 2044.
PENERAPAN STANDAR TM-5-623 DALAM PENILAIAN PAVEMENT CONDITION INDEX Putra, Made Budi Purnama; Birawaputra, Indra
DINAMIS Vol 22 No 2.Desember (2025): Dinamis
Publisher : Lembaga Penelitian dan Pengabdian Masyarakat Universitas Sains dan Teknologi Jayapura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58839/jd.v22i2.Desember.1603

Abstract

The pavement condition along Drs. Esau Sesa Road in Manokwari exhibits various forms of distress that have the potential to reduce the overall level of service. This situation necessitates an objective assessment to determine the existing severity of pavement deterioration and to identify appropriate maintenance needs. This study aims to evaluate pavement conditions using the Pavement Condition Index (PCI) method based on the TM-5-623 standard and to identify the predominant types of distress occurring in each sampling unit. The assessment was conducted through visual surveys on 42 sampling units, each covering an area of 300 m², followed by measurements of distress types and severity levels, calculation of density (%), deduct values, and determination of PCI scores for each unit. The analysis revealed variations in pavement condition across both lanes, with PCI values ranging from very poor to excellent. The most prevalent types of distress include polished aggregate, alligator cracking, patching and utility cut patching, as well as weathering and ravelling distresses largely influenced by traffic loading and climatic factors. The non-uniform distribution of pavement deterioration indicates a need for differentiated maintenance strategies for each sampling unit, particularly those with low PCI scores. These findings provide an objective foundation for local government agencies to plan periodic maintenance and rehabilitation efforts, thereby supporting the sustainable improvement of roadway service quality.
Co-Authors Adi Nata, Tegar Birawaputra, Indra de Queljoe, Winda Sary