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Penilaian Kondisi Perkerasan Jalan Menggunakan Metode Bina Marga dan PCI untuk Menentukan Prioritas Penanganan Kerusakan David Bangguna; Yulisnawati Lawodi; Elce Bansambua; Henny Abulebu; Ebelhart Pandoyu
Jurnal Konstruksi Vol 24 No 1 (2026): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.24-1.2909

Abstract

The objective of this study is to analyze road damage using the Bina Marga and PCI (Pavement Condition Index) methods. Both empirical methods are applied because they are commonly used to assess road damage in Indonesia. Road damage analysis using the Bina Marga method is carried out through several stages, including determining road type and classification, classifying the type and severity of damage, evaluating road damage, and recommending appropriate maintenance actions. The PCI method involves determining the Total Deduct Value (TDV), calculating the corrected deduct value, determining the PCI value, and recommending the type of road repair. The results of the Bina Marga method recommend routine maintenance, while the PCI method suggests structural rehabilitation. Considering the existing road damage conditions, routine maintenance is selected as the appropriate treatment. In the following year, if monitoring and evaluation show that damage still occurs at the repaired location, road improvement in the form of overlay is recommended.
IDENTIFIKASI KERUSAKAN, PENILAIAN KEANDALAN DAN REKOMENDASI PERBAIKAN SERTA PERKUATAN BANGUNAN GEREJA GKST JEMAAT GLORIA TANGKURA Ebelhart Pandoyu; Marthen M. Tangkeallo; Yulisnawati Lawodi; Bleiser Tanari; Irnovia Pakpahan; Orva Elisabeth Wu’on; Elce Bansambua
Mosintuwu Jurnal Pengabdian Kepada Masyarakat Vol 6 No 1 (2026): Mosintuwu : Jurnal Pengabdian Kepada Masyarakat
Publisher : Universitas Sintuwu Maroso

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.71127/2808-9073.866

Abstract

The earthquake on August 17, 2025, caused damage to the GKST Gloria Church, primarily classified as moderate non-structural, with overall damage intensity ranging from light to moderate. Structural shear cracks were found in the balcony beams supporting the tower columns, approximately 10 meters high. Moderate to severe non-structural damage to the brick walls occurred on part of the rear wall, resulting in corner failure and diagonal cracks. These visually observable damages led to the temporary suspension of the building's use for worship services. An inspection and outreach program was held on April 17, 2026, at the GKST Gloria Church in Tangkura, Poso Pesisir District, Poso Regency. The post-earthquake inspection included a visual inspection of the general condition of the building's installed components, such as columns, walls, floor slabs, and other structures. The inspection results provided four recommendations: A vertical crack in the wall separation area near the first-floor stairs with a gap width of ≈ 20 mm should be repaired with anchors; other horizontal, diagonal, and vertical cracks with a gap width of ≤ 5 mm should be repaired; other horizontal, diagonal, and vertical cracks with a gap width of > 5 mm should be repaired using wire mesh; and three reinforced concrete columns with damage to the outer covering (brick and mortar) should be repaired and reinforced. Keywords: inspection, church building, earthquake, structural assessment.