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All Journal International Journal of Social Science, Educational, Economics, Agriculture Research, and Technology (IJSET) Komposit : Jurnal Pengabdian Dan Pemberdayaan Masyarakat Bulletin of Engineering Science, Technology and Industry
Morin Morissa Lumbantoruan
Politeknik Negeri Medan
Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Social Sciences Other

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Peningkatan Kualitas Infrastruktur Berkelanjutan Melalui Akses Jalan Setapak Pada Pos Pelayanan HKBP Perhubungan Ressort Sola Gratia, Kabupaten Deli Serdang Oktavia Ully Artha Silalahi; Pagit Juni Sartika Br Tarigan; Morin Morissa Lumbantoruan; Lisherly Reginancy Debataraja; Indra Jhon Fischer
Jurnal Pengabdian dan Pemberdayaan Masyarakat Vol. 4 No. 1 (2026): Edisi Juni
Publisher : Jurusan Teknik Sipil, Politeknik Negeri Medan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51510/komposit.v4i1.2960

Abstract

Pos Pelayanan Gereja HKBP Perhubungan Resort Sola Gratia dapat dicapai melalui jalan lingkungan dengan lebar efektif kurang dari 3 meter, yang cukup dilalui oleh satu kendaraan roda empat dalam satu arah (single-lane passage). Akses jalan menuju lokasi ini belum memiliki lapisan perkerasan dan masih berupa tanah agregat alami tanpa stabilisasi permukaan. Secara topografi, area sekitar jalan masih didominasi oleh lahan pertanian yang sangat rentan terhadap pelunakan struktur saat jenuh air, menyebabkan deformasi dan kehilangan kestabilan permukaan ketika hujan. Saat ini, fokus pos pelayanan diarahkan pada pembangunan fisik secara bertahap, namun baru mencapai tahap pondasi, sementara gereja eksisting masih berupa bangunan kayu sederhana. Salah satu permasalahan infrastruktur yang mendesak adalah belum adanya jalan setapak permanen sebagai akses masuk ke pos pelayanan. Kondisi halaman dan akses ke bangunan ibadah masih berupa tanah tanpa perkerasan, yang sangat menyulitkan, terutama saat musim hujan. Adapun metode yang dilakukan melalui pendekatan partisipatif komunitas yaitu melibatkan jemaat dan pengurus pos pelayanan secara aktif dalam dialog terbuka dan pelaksanaan fisik kegiatan melalui gotong royong, pendekatan teknik infrastruktur skala mikro yaitu menggunakan teknik perkerasan ringan dengan beton dengan prinsip efisiensi anggaran namun mempertahankan kualitas minimum untuk ketahanan terhadap beban pejalan dan kondisi cuaca dan pendekatan partisipasi mitra dalam pelaksanaan dan keberlanjutan program peran aktif mitra. Evaluasi pelaksanaan program dilakukan secara kualitatif melalui observasi di lapangan, dokumentasi tahapan pembangunan, serta umpan balik dari mitra terkait kualitas hasil dan proses kolaboratif selama kegiatan berlangsung. Keberlanjutan program dijamin melalui komitmen mitra dalam merawat dan memelihara fasilitas jalan secara rutin, termasuk pembentukan kelompok kecil dari jemaat sebagai penanggung jawab kebersihan dan perawatan ringan.
EVALUATION OF ROAD DAMAGE LEVEL USING PCI AND BINA MARGA METHOD ON BM MUDA ROAD, PADANGSIDIMPUAN CITY Annisah Mardiah Harahap; Delisma Siregar; Efri Debby Ekinola; Morin Morissa Lumbantoruan
Bulletin of Engineering Science, Technology and Industry Vol. 4 No. 3 (2026): September
Publisher : PT. Radja Intercontinental Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5281/zenodo.22194209

Abstract

Jalan BM Muda is an urban road in Padangsidimpuan City that supports community mobility and local activities. Increasing service age and traffic have produced various pavement distresses that may reduce road performance. This study evaluates the pavement condition of Jalan BM Muda STA 0+000–2+000 using the Pavement Condition Index (PCI) and Bina Marga methods. Field surveys identified distress type, severity, and extent, while a traffic survey provided average daily traffic (LHR) data. The PCI analysis produced an average score of 37.91, classified as Poor. The Bina Marga analysis produced a Priority Order (UP) of 10, indicating routine maintenance. The different results arise from the distinct parameters and purposes of the two methods. PCI measures physical pavement condition from the type, severity, and extent of distress, whereas Bina Marga combines road condition and traffic volume to determine treatment priorities. Thus, the road section is physically Poor under PCI and is assigned routine maintenance under Bina Marga.
ANALYSIS OF CUT-AND-FILL CALCULATIONS USING CIVIL 3D FOR THE BATU TAMBUN ROAD SECTION, NORTH PADANG LAWAS REGENCY Trio Ramdana; Pagit Juni Sartika Br Tarigan; Efri Debby Ekinola Ritonga; Fenny Novita Meysabed Sianturi; Morin Morissa Lumbantoruan
International Journal of Social Science, Educational, Economics, Agriculture Research and Technology (IJSET) Vol. 5 No. 10 (2026): SEPTEMBER
Publisher : RADJA PUBLIKA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5281/zenodo.23253020

Abstract

Batu Tambun Road in Simbolon Village, North Padang Lawas Regency, connects surrounding districts but requires systematic geometric planning to improve its technical condition. This study mapped the road corridor using ArcGIS Pro and developed horizontal and vertical alignments with reference to the 2021 Road Geometric Design Guidelines (PDGJ 2021). Coordinates were digitized in Google Earth Pro, supplemented with elevation data through GPS Visualizer, processed in ArcGIS Pro, and integrated into Autodesk Civil 3D. The workflow produced contour mapping, an existing-ground surface, geometric design outputs, longitudinal profiles, cross-sections, and earthwork quantities. The final reported alignment length was 4,733.98 m, with 24 horizontal curves comprising nine full-circle and 15 spiral–circle–spiral curves. Fifteen vertical curves were reported, comprising eight sag and seven crest curves. The design used a speed of 60 km/h, a 7 m carriageway, and 6% superelevation. Calculated cut and fill volumes were 114,028.72 m³ and 162,236.77 m³, respectively, leaving a fill deficit of 48,208.05 m³. The integrated workflow provides a basis for road development planning. Detailed field verification remains necessary before construction.
ANALYSIS AND MAPPING OF PAVEMENT DISTRESS ON THE SIMPANG TANAH ABANG–GALANG–SERDANG BEDAGAI BOUNDARY ROAD, DELI SERDANG Disa Aulia Putri; Tetra Oktaviani; Wirdatun Nafiah Putri; Morin Morissa Lumbantoruan
Bulletin of Engineering Science, Technology and Industry Vol. 4 No. 3 (2026): September
Publisher : PT. Radja Intercontinental Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5281/zenodo.23005349

Abstract

The 11.45-km Simpang Tanah Abang–Galang–Serdang Bedagai Boundary Road, a provincial collector supporting the Trans-Sumatra Highway network, has experienced pavement deterioration. This study identified distress types, assessed road conditions using the Pavement Condition Index (Indeks Kondisi Perkerasan, IKP) and Surface Distress Index (SDI), determined treatments, and mapped conditions and treatment priorities. The survey covered 458 IKP segments at 50-m intervals and 230 SDI segments at 100-m intervals. A total of 843 distress locations were identified across 10 types, dominated by potholes (49.0%) and alligator cracking (20.6%). In the right lane, Poor was the predominant IKP category among distressed segments, comprising 43 segments (18.8%), whereas Fair predominated under SDI (40.9%). In the left lane, the IKP Good category comprised 151 segments, including 120 without distress, while Good predominated under SDI (68.7%). IKP was more sensitive to variations in distress type and severity. ArcGIS mapping showed a concentration of severe distress in the right lane. Reconstruction and structural improvement were prioritized in the right lane, whereas the left lane primarily required routine and periodic maintenance.
Co-Authors Annisah Mardiah Harahap Debataraja, Lisherly Reginancy Disa Aulia Putri Efri Debby Ekinola Fenny Novita Meysabed Sianturi Indra Jhon Fischer Oktavia Ully Artha Silalahi Oktaviani, Tetra Pagit Juni Sartika Br Tarigan Putri, Wirdatun Nafiah Ritonga, Efri Debby Ekinola Siregar, DELisma Trio Ramdana