Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia)
type: channel
description: Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) adalah jurnal ilmiah di bidang teknik jalan yang diterbitkan dua kali setahun oleh HPJI. Makalah-makalah yang dimuat di jurnal ini merupakan makalah-makalah terbaik dari Seminar HPJI yang diadakan setiap tahun. Selain sebagai wadah komunikasi ilmiah, penerbitan Jurnal HPJI juga bertujuan untuk menyebarluaskan hasil-hasil penelitian yang berkaitan dengan teknik jalan. Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) terakreditasi (SINTA 4) berdasarkan Keputusan Menteri Riset dan Teknologi / Kepala Badan Riset dan Inovasi Nasional Republik Indonesia Nomor 230/E/KPT/2022 tanggal 30 Desember 2022. Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Inisial Jurnal: JHPJI e-ISSN: 2654 4873 p-ISSN: 2407 9170 Frekuensi Terbitan: 6 Bulanan (Terbit Bulan Januari dan Bulan Juli) DOI: 10.26593
publisher: Himpunan Pengembangan Jalan Indonesia (HPJI)
language: en
publication name: Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia)
issn: 2407-9170
items: PEMBANGUNAN JEMBATAN BENTANG PANJANG DI INDONESIA (Studi Kasus: Jembatan Bentang Panjang Pulau Balang)
items: DAYA DUKUNG FONDASI TIANG BOR PADA ABUTMEN JEMBATAN WAI RAHWAEN DI PULAU BURU PROVINSI MALUKU
items: SEMARANG-BATANG TOLL ROAD ECONOMIC VALUE FOR LOGISTICS AND INDUSTRIAL AREA DEVELOPMENT
items: EMISI KENDARAAN PADA JALAN PERKOTAAN
items: STABILITAS DINDING PENAHAN TANAH RUAS JALAN WAISARISA SERAM BAGIAN BARAT
items: PENENTUAN PRIORITAS PENANGANAN PERLINTASAN SEBIDANG JALAN REL DAN JALAN UMUM DI KOTA BANDUNG
items: UPAYA PENANGANAN DAMPAK LALU LINTAS AKIBAT PEMBANGUNAN PASAR SENI BIRA DI KABUPATEN BULUKUMBA
items: MEMBANGUN KONEKTIVITAS WILAYAH: PENDEKATAN SISTEM TERPADU DALAM PENYUSUNAN RENCANA UMUM JARINGAN JALAN
items: PENGARUH PENGEMBANGAN KAWASAN TERHADAP PROYEKSI VOLUME LALU LINTAS HARIAN RATA-RATA JALAN TOL RUAS KAYU AGUNG–PALEMBANG–BETUNG
items: EVALUASI KARAKTERISTIK AGREGAT TERHADAP KERUSAKAN RUTTING PADA CAMPURAN SPLIT MASTIC ASPHALT HALUS
items: EARMARKING TAX: A SOLUTION FOR NEGLECTED PROVINCIAL ROAD MAINTENANCE
items: STUDI KELAYAKAN JALAN PENGHUBUNG PELAWAN DAN BIATAN PROVINSI KALIMANTAN TIMUR
items: KAJIAN FASILITAS PEJALAN KAKI DI JALAN DIPONEGORO KOTA SINGKAWANG
items: AUDIT KESELAMATAN JALAN DI KAWASAN SOREANG KABUPATEN BANDUNG
items: TOLL ROAD TARIFF AND TOLL COLLECTION INTEGRATION POLICY IN INDONESIA: ADVANCING TOWARDS AN EFFICIENT, FAIR, AND SUSTAINABLE SYSTEM
items: PERTANGGUNGJAWABAN PIDANA KEJADIAN KECELAKAAN LALU LINTAS DI WILAYAH HUKUM POLRES SUBANG
items: PERAN MASYARAKAT DALAM PERENCANAAN DAN PELAKSANAAN PEMELIHARAAN JALAN
items: KOMPARASI EFISIENSI METODE PERAKITAN JEMBATAN PANEL RANGKA BAJA PADA PRESERVASI JEMBATAN
items: PENGARUH SUBSTITUSI LIMBAH KACA TERHADAP TENSILE STRENGTH RATIO CAMPURAN BERASPAL ASPHALT CONCRETE-BINDER COURSE
items: PEMODELAN TRANSPORTASI MAKRO PADA RENCANA PENGEMBANGAN JARINGAN JALAN DI PROVINSI JAWA BARAT
items: PELUANG PENGGUNAAN KONSTRUKSI BAJA UNTUK JEMBATAN BENTANG PANJANG DAN TEROWONGAN BAWAH LAUT
items: PARAMETRIC STUDY OF WARREN STEEL TRUSS BRIDGE USING ARTIFICIAL NEURAL NETWORKS
items: PENENTUAN KONDISI PERKERASAN KAKU DI JALAN RINGROAD SELATAN YOGYAKARTA DENGAN METODE PAVEMENT CONDITION INDEX
items: KERUSAKAN RUAS JALAN BANGGOI–BULA KABUPATEN SERAM BAGIAN TIMUR
items: KINERJA CAMPURAN STONE MATRIX ASPHALT MENGGUNAKAN SERAT SELULOSA ECENG GONDOK
items: ANALISIS DAMPAK LALU LINTAS PEMBANGUNAN PASAR SENTRAL TERHADAP KINERJA LALU LINTAS DI JALAN SAM RATULANGI KABUPATEN BULUKUMBA
items: PENGGUNAAN LIMBAH MOLASE SEBAGAI SUBSTITUSI ASPAL PADA BETON ASPAL AC-BC
items: PENGARUH PENGGUNAAN ZEOLITE ALAM SEBAGAI PENGGANTI MINERAL FILLER PADA CAMPURAN LAPIS FONDASI AGREGAT KELAS A
items: MODEL HUBUNGAN ANTARA KERUSAKAN JALAN DAN KECEPATAN KENDARAAN DI JALAN PERKOTAAN
items: PENGARUH BAHAN PENGISI BATU KARANG TERHADAP KARAKTERISTIK MARSHALL CAMPURAN BETON ASPAL LAPIS AUS ASBUTON

PEMBANGUNAN JEMBATAN BENTANG PANJANG DI INDONESIA (Studi Kasus: Jembatan Bentang Panjang Pulau Balang)
type: item
description: Abstract A long-span bridge is a bridge with a very wide distance between pillars. This type of bridge is very much needed in Indonesia, because it plays a vital role in connecting the archipelago regions in Indonesia and speeding up land transportation, reducing logistics costs, supporting regional economic growth, and facilitating the distribution of goods and tourism connectivity. Many long-span bridges have been built in Indonesia, but the type of structure chosen needs to consider technical, non-technical, and cost aspects. In principle, there are three challenges in the construction of long-span bridges, namely: (1) technical and structural challenges, (2) challenges related to logistics and location, and (3) non-technical and social challenges. Based on observations made on the Balang Island Bridge Construction Project, this study shows that the main technical and structural challenges during the construction of the Balang Island Bridge are the condition of the waters in the Balikpapan Strait with strong currents and the need for large-diameter deep foundations to withstand extreme loads from waves, wind, and earthquakes. In addition, there are challenges related to the procurement of materials from outside Kalimantan Island and the need for multi-agency coordination to expedite the construction process. Meanwhile, non-technical and social challenges relate to land acquisition, local social and economic impacts, environmental issues, and bridge operations and governance. Keywords: bridge; long-span bridge; bridge construction; land acquisition Abstrak Jembatan bentang panjang merupakan suatu jembatan dengan jarak antarpilar yang sangat lebar, Jembatan seperti ini sangat dibutuhkan di Indonesia, karena berperan vital dalam menghubungkan wilayah kepulauan yang terdapat di Indonesia serta mempercepat transportasi darat, menekan biaya logistik, mendukung pertumbuhan ekonomi daerah, dan mempermudah distribusi barang dan konektivitas pariwisata. Jembatan bentang pa…
subject: Articles
  topic: section
creator: Basuki Muchlis
rights: Copyright (c) 2026
date: 2026-01-21
publication date: 2026-01-21
starting page: 81
ending page: 90
doi: 10.26593/jhpji.v12i1.10041.81-90

DAYA DUKUNG FONDASI TIANG BOR PADA ABUTMEN JEMBATAN WAI RAHWAEN DI PULAU BURU PROVINSI MALUKU
type: item
description: Abstract The foundation is the most crucial element of a bridge structure, as it plays a role in supporting the load and transmitting it to the harder soil layers. The Wai Rahwaen Bridge, located on Buru Island, Maluku Province, was built using bored pile foundations, to provide effective bearing capacity for the structure above it. The analysis of the foundation bearing capacity in this study was conducted using a pre- and post-installation approach. This is very important to ensure that the foundation can support the stability of the appropriate abutment load. Before the foundation was installed, the foundation bearing capacity was estimated based on data from 2 points from the Standard Penetration Test and using 2 empirical methods, namely the Reese and Wright Method and the Reese and O'Neill Method. After the foundation was installed, the foundation bearing capacity was determined using data from 4 points from the Pile Driving Analyzer test. The Reese and Wright Method produced an ultimate bearing capacity of 272.5 tons, while the Reese and O'Neill Method produced an ultimate bearing capacity of 309.4 tons. After the foundation was installed, the ultimate bearing capacity determined based on Pile Driving Analyzer test data was 316.2 tons. This study shows that the Reese and Wright Method and the Reese and O'Neill Method produced estimates of the ultimate bearing capacity of a single pile by 13.8% and 2.2%, respectively, when compared to the ultimate bearing capacity obtained using the Pile Driving Analyzer test results. Keywords: foundation; bridge structure; bearing capacity; bored pile foundation; bridge abutment Abstrak Fondasi merupakan elemen paling krusial dari struktur jembatan, karena fondasi berperan menahan beban dan meneruskan beban tersebut ke lapisan tanah yang lebih keras. Jembatan Wai Rahwaen, yang terletak di Pulau Buru, Provinsi Maluku, dibangun dengan menggunakan fondasi tiang bor, untuk memberikan daya dukung yang efektif bagi struktur di atas…
subject: Articles
  topic: section
creator: Hamkah Hamkah
creator: Enjelita Paais
creator: Godfried Lewakabessy
creator: David Daniel Marthin Huwae
creator: Sjafrudin Latar
creator: Sulastri Kakaly
rights: Copyright (c) 2026
date: 2026-01-21
publication date: 2026-01-21
starting page: 67
ending page: 80
doi: 10.26593/jhpji.v12i1.10034.67-80

SEMARANG-BATANG TOLL ROAD ECONOMIC VALUE FOR LOGISTICS AND INDUSTRIAL AREA DEVELOPMENT
type: item
description: Abstract This study analyzed the economic value of the Semarang-Batang toll road. Data used in this study were obtained through a literature review, a primary data survey of 140 respondents consisting of toll road users, arterial road users, and Micro, Small, and Medium Enterprises, and a secondary data survey. The methodology used was quantitative analysis, utilizing regression models and externality analysis. This study showed a 35.6% reduction in travel time, a 26.5% reduction in fuel consumption, and a 1,381 reduction in vehicle incidents and breakdowns. Furthermore, the toll road also provides positive benefits of IDR 32.6 billion per year due to increased land prices and reduced vehicle emissions. Keywords: toll road; economic value of toll road; travel time; fuel consumption; vehicle emissions Abstrak Pada studi ini dilakukan analisis nilai ekonomi ruas jalan tol Semarang-Batang. Data yang digunakan pada studi ini diperoleh melalui studi literatur, survei data primer kepada 140 responden yang terdiri atas pengguna jalan tol, pengguna jalan arteri, dan pengusahaa Usaha Mikro, Kecil, dan Menengah, serta survei data sekunder. Metodologi yang digunakan adalah analisis kuantitatif, dengan menggunakan model regresi dan analisis eksternalitas. Studi ini menunjukkan bahwa terdapat pengurangan waktu tempuh sebesar 35,6%, pengurangan konsumsi bahan bakar sebesar 26,5%, dan berkurangnya kejadian dan gangguan kendaraan sebesar 1,381. Selain itu, terdapat pula manfaat positif jalan tol sebesar Rp32,6 miliar per tahun, akibat meningkatnya harga tanah dan pengurangan emisi kendaraan. Kata-kata kunci: jalan tol; nilai ekonomi jalan tol; waktu tempuh; konsumsi bahan bakar; emisi kendaraan
subject: Articles
  topic: section
creator: Willy Hanugrah Gusti
creator: Mohamad Agus Setiawan
creator: Filianto Nugraha Sau’
rights: Copyright (c) 2026
date: 2026-01-21
publication date: 2026-01-21
starting page: 59
ending page: 66
doi: 10.26593/jhpji.v12i1.10033.59-66

EMISI KENDARAAN PADA JALAN PERKOTAAN
type: item
description: Abstract Exhaust emissions from the transportation sector are one of the largest contributors to air pollution in large cities. This study was conducted to determine the amount of exhaust emissions from motor vehicles on 2 urban roads in Serang City, Banten Province. The two roads are Jalan Ahmad Yani and Jalan Jenderal Sudirman. Observations were conducted on Monday, 12 December 2022 and Friday, 16 December 2022. Total motor vehicle emissions passing through the two observed roads were calculated using the calculation method contained in the Intergovernmental Panel on Climate Change Guidelines 2006, using a Tier-1 approach. Based on the analysis, this study indicates that total emissions from motor vehicles on Monday, 12 December 2022, were 22,956.483 kg/day, and on Friday, 16 December 2022, were 22,157.587 kg/day. Keywords: exhaust emissions; transportation sector; motor vehicles; urban roads Abstrak Emisi gas buang yang berasal dari sektor transportasi merupakan salah satu penyumbang terbesar polusi udara di kota-kota besar. Studi ini dilakukan untuk menentukan jumlah emisi gas buang yang berasal dari kendaraan bermotor di 2 ruas jalan perkotaan yang terdapat di Kota Serang, Provinsi Banten. Kedua ruas jalan tersebut adalah Jalan Ahmad Yani dan Jalan Jenderal Sudirman. Pengamatan dilakukan selama 2 hari, yaitu Hari Senin 12 Desember 2022 dan Hari Jumat 16 Desember 2022. Total emisi kendaraan bermotor yang melalui kedua ruas jalan yang diamati dihitung dengan menggunakan metode perhitungan yang terdapat pada Intergovern-mental Panel on Climate Change Guidelines 2006, dengan pendekatan Tier-1. Berdasarkan analisis yang dilakukan, studi ini menunjukkan bahwa jumlah emisi total yang berasal dari kendaraan bermotor pada Hari Senin 12 Desember 2022 adalah 22.956,483 kg/hari, dan jumlah emisi total pada hari Jumat 16 Desember 2022 adalah 22.157,587 kg/hari. Kata-kata kunci: emisi gas buang; sektor transportasi; kendaraan bermotor; jalan perkotaan
subject: Articles
  topic: section
creator: Dwi Esti Intari
creator: Rindu Twidi Bethary
creator: Dina Annisa
rights: Copyright (c) 2026
date: 2026-01-21
publication date: 2026-01-21
starting page: 47
ending page: 58
doi: 10.26593/jhpji.v12i1.10032.47-58

STABILITAS DINDING PENAHAN TANAH RUAS JALAN WAISARISA SERAM BAGIAN BARAT
type: item
description: Abstract Stability of a structure is a crucial aspect in structural design, as it determines its safety against various loads. This study conducted observations in Waisarisa Village, West Seram Regency, Maluku Province. At the study site, there are two retaining walls, each 7 m high, at STA 06+00 - 06+15 and STA 08+00 - 08+05. The first site is in good condition, while the second site was damaged by landslides following heavy rainfall. This study was conducted to analyze the stability of the retaining wall to determine its safety level and to use the results as a consideration in improving conditions at the study site. Based on the analysis, a retaining wall design was developed to address the problems at the study site: a cantilever retaining wall with dimensions of 7 m high, 1 m footing height, 0.3 m top width, 4.6 m base width, 1.5 m toe width, and 2.4 m heel width. Keywords: stability of the structure; retaining wall; structural safety; cantilever wall Abstrak Stabilitas konstruksi merupakan aspek terpenting dalam perancangan suatu struktur, karena menentukan keamanan struktur tersebut terhadap berbagai beban. Pada studi ini dilakukan pengamatan di Desa Waisa­risa, Kabupaten Seram Bagian Barat, Provinsi Maluku. Di lokasi penelitian terdapat 2 titik dinding penahan tanah dengan tinggi 7 m, yaitu pada STA 06+00 - 06+15 dan STA 08+00 - 08+05. Kondisi titik pertama masih baik, sedangkan kondisi di titik kedua mengalami kerusakan akibat longsor setelah curah hujan yang tinggi. Studi ini dilakukan untuk menganalisis stabilitas dinding penahan tanah, agar dapat diketahui tingkat keamanannya serta hasilnya dapat digunakan sebagai bahan pertimbangan dalam memperbaiki kondisi yang terdapat di lokasi studi. Berdasarkan hasil analisis yang dilakukan, diperoleh desain dinding penahan tanah untuk menyelesaikan permasalahan di lokasi studi, yaitu dinding penahan tanah tipe kantilever dengan dimensi tinggi 7 m, tinggi tapak 1 m, lebar atas 0,3 m, lebar dasar 4,6 m, lebar kaki 1…
subject: Articles
  topic: section
creator: Vera Theresia Caroline Siahaya
creator: Giovianne Friensty Marantika
creator: Godfried Lewakabessy
creator: Elvira Cornelia Syahailatua
rights: Copyright (c) 2026
date: 2026-01-21
publication date: 2026-01-21
starting page: 35
ending page: 46
doi: 10.26593/jhpji.v12i1.10031.35-46

PENENTUAN PRIORITAS PENANGANAN PERLINTASAN SEBIDANG JALAN REL DAN JALAN UMUM DI KOTA BANDUNG
type: item
description: Abstract The problem of traffic congestion and the high risk of accidents at level crossings between railways and public roads in Bandung City requires urgent handling of these crossings. Ideally, the existence of these level crossings should be eliminated, to ensure the railway safety and the safety and smooth flow of traffic on public roads. Although handling level crossings to non-level crossings is a needed solution, its implementation requires high costs. Therefore, an objective analysis is needed to determine the level crossings that really need to be prioritized for handling. In this study, the handling of these level crossings is examined, using Multi-Criteria Analysis that integrates technical and non-technical aspects as determining parameters. This study shows that the level crossing on Jln. Laswi obtained the highest score, with a total score of 46.50, followed by the level crossing on Jln. Gedebage Selatan and the level crossing on Jln. A. Yani, with total scores of 42.50 and 39.00, respectively. Based on these results, it is recommended that these three level crossings be upgraded to non-level crossings. Keywords: level crossing; railroad; road; traffic congestion; traffic safety Abstrak Permasalahan kemacetan lalu lintas dan tingginya risiko kecelakaan pada perlintasan sebidang antara jalan rel dan jalan umum di Kota Bandung menuntut adanya penanganan yang mendesak terhadap perlintasan tersebut. Idealnya, keberadaan perlintasan sebidang ini ditiadakan, untuk menjamin keselamatan perjalanan kereta api serta keselamatan dan kelancaran arus lalu lintas di jalan umum. Meskipun penanganan perlintasan sebidang menjadi perlintasan tidak sebidang merupakan solusi yang dibutuhkan, implementasinya memerlukan biaya yang tinggi. Karena itu, perlu dilakukan analisis yang objektif sehingga dapat ditentukan perlintasan-perlintasan sebidang yang memang perlu mendapat prioritas untuk ditangani. Pada studi ini dikaji penanganan perlintasan sebidang tersebut, dengan men…
subject: Articles
  topic: section
creator: Tilaka Wasanta
creator: Rifdah Puspita Sari
creator: Alfina Tridamayanti
creator: Wimpy Santosa
rights: Copyright (c) 2026
date: 2026-01-21
publication date: 2026-01-21
starting page: 23
ending page: 34
doi: 10.26593/jhpji.v12i1.10030.23-34

UPAYA PENANGANAN DAMPAK LALU LINTAS AKIBAT PEMBANGUNAN PASAR SENI BIRA DI KABUPATEN BULUKUMBA
type: item
description: Abstract The development of trade infrastructure, particularly an art market or pasar seni, located in the Bira area, Bulukumba Regency, is an important part of supporting economic growth and improving the welfare of the people in the regency. Markets generally function as distribution centers for goods and services, which drive local and regional economic activities. However, the increased intensity of activities due to market development often gives rise to various external problems, one of which is the impact of market activities on the surrounding traffic system. The purpose of this study is to analyze the performance of the road network in the Bira area, before and after the operation of the Bira Art Market (Pasar Seni Bira), Bulukumba Regency, and to provide recommendations for efforts to address the impact of the construction of the Bira Art Market on traffic performance on the road network in the market area. This study shows that the performance of the road network in the Bira area, both before and after the operation of the Bira Art Market in 2029, has a service level of A. This result means that the presence of the Bira Art Market does not affect the existing traffic flow conditions. This study also provides recommendations for addressing the impacts of the construction of the Bira Art Market. The recommended measures are grouped into three sections: addressing the impacts of traffic disruptions, addressing the impacts of traffic safety disruptions, and addressing the impacts of road damage. Keywords: economic growth; market development; traffic performance; traffic smoothness Abstrak Pembangunan infrastruktur perdagangan, khususnya Pasar Seni, yang berlokasi di Kawasan Bira, Kabupaten Bulukumba, merupakan suatu bagian penting dalam mendukung pertumbuhan ekonomi dan peningkatan kesejahteraan masyarakat di kabupaten tersebut. Pasar umumnya berfungsi sebagai pusat distribusi barang dan jasa, yang mendorong aktivitas-aktivitas ekonomi lokal maupun regional. …
subject: Articles
  topic: section
creator: Qadriathi Dg Bau
rights: Copyright (c) 2026
date: 2026-01-21
publication date: 2026-01-21
starting page: 13
ending page: 22
doi: 10.26593/jhpji.v12i1.10029.13-22

MEMBANGUN KONEKTIVITAS WILAYAH: PENDEKATAN SISTEM TERPADU DALAM PENYUSUNAN RENCANA UMUM JARINGAN JALAN
type: item
description: Abstract The Road Network Master Plan is a strategic instrument for guiding the development of an efficient, integrated, and sustainable road network. This study reviews the process of developing the Road Network Master Plan, including analyzing the existing condition of the road network and assessing gaps in capacity, service quality, and connectivity between regions. The review indicates that growing economic activity, urbanization, and land-use changes have the potential to increase transportation demands, which are not fully served by the existing network. Using an integrated transportation system approach and synchronization with spatial planning policies, this study identifies development needs, establishes priorities for addressing them, and formulates a road network development strategy. The study also emphasizes the importance of integrating the road network with activity centers and multimodal transportation hubs, strengthening institutions and funding, and applying en­vironmental sustainability principles in developing the road network master plan. Keywords: Road Network Master Plan; transportation system; connectivity; land use; spatial planning Abstrak Rencana Umum Jaringan Jalan merupakan suatu instrumen strategis untuk mengarahkan pengembangan jaringan jalan yang efisien, terintegrasi, dan berkelanjutan. Pada studi ini dilakukan tinjauan terhadap proses penyusunan Rencana Umum Jaringan Jalan, termasuk menganalisis kondisi eksisting jaringan jalan serta menilai kesenjangan kapasitas, kualitas pelayanan, dan konektivitas antarwilayah. Tinjauan yang dilakukan menunjukkan bahwa pertumbuhan aktivitas ekonomi, urbanisasi, dan perubahan tata guna lahan berpotensi meningkatkan kebutuhan transportasi, yang belum sepenuhnya terlayani oleh jaringan saat ini. Melalui pende-katan sistem transportasi terpadu dan sinkronisasi dengan kebijakan tata ruang, kajian ini mengidentifikasi ke-butuhan pengembangan, menyusun prioritas penanganan, serta merumuskan strategi pen…
subject: Articles
  topic: section
creator: Slamet Muljono
rights: Copyright (c) 2026
date: 2026-01-21
publication date: 2026-01-21
starting page: 1
ending page: 12
doi: 10.26593/jhpji.v12i1.10026.1-12

PENGARUH PENGEMBANGAN KAWASAN TERHADAP PROYEKSI VOLUME LALU LINTAS HARIAN RATA-RATA JALAN TOL RUAS KAYU AGUNG–PALEMBANG–BETUNG
type: item
description: Abstract Toll roads are crucial infrastructure for interregional connectivity. The Kayu Agung–Palembang–Betung Toll Road section, examined in this study, is part of the Trans-Sumatra Toll Road and serves to support regional economic growth. This study projects average daily traffic volumes, taking into account the impact of the development of two areas, namely the Tanjung Enim Industrial Estate and the Tanjung Carat Special Economic Zone. Modeling was conducted using the four-stage transportation method with the assistance of PTV Visum 22 software. This study shows that regional development has a significant impact on increasing traffic volumes. The optimistic scenario in this study indicates that average daily traffic is predicted to reach more than 63,000 vehicles/day by 2065. Keywords: toll road; Average Daily Traffic; industrial area; special economic zone Abstrak Jalan tol merupakan infrastruktur penting sebagai konektivitas antardaerah. Ruas Jalan Tol Kayu Agung–Palembang–Betung, yang dikaji pada studi ini, merupakan bagian Jalan Tol Trans Sumatera dan berfungsi untuk mendukung pertumbuhan ekonomi wilayah. Pada Studi ini diproyeksikan lalu lintas harian rata-rata dengan mempertimbangkan pengaruh pengembangan 2 kawasan, yaitu Kawasan Industri Tanjung Enim dan Kawasan Ekonomi Khusus Tanjung Carat. Pemodelan dilakukan dengan menggunakan metode transportasi empat tahap dengan bantuan perangkat lunak PTV Visum 22. Studi ini menunjukkan bahwa pengembangan suatu kawasan berdampak signifikan terhadap peningkatan volume lalu lintas. Skenario optimis pada studi ini menunjukkan bahwa lalu lintas harian rata-rata diprediksi mencapai lebih daripada 63.000 kendaraan/hari pada tahun 2065. Kata-kata kunci: jalan tol; Lalu Lintas Harian Rata-Rata; kawasan industri; kawasan ekonomi khusus
subject: Articles
  topic: section
creator: Fransiskus Ferdinand Nainggolan
creator: Wimpy Santosa
rights: Copyright (c) 2025
date: 2025-07-27
publication date: 2025-07-27
starting page: 149
ending page: 158
doi: 10.26593/jhpji.v11i2.9519.149-158

EVALUASI KARAKTERISTIK AGREGAT TERHADAP KERUSAKAN RUTTING PADA CAMPURAN SPLIT MASTIC ASPHALT HALUS
type: item
description: Abstract Rutting is a type of damage that occurs in the form of grooves on the road pavement surface caused by traffic loads, material quality, and asphalt mix design. This study aims to determine the potential for rutting in a Split Mastic Asphalt-Fine mix using two types of aggregate, namely aggregate-1 and aggregate-2. Permanent deformation test was conducted using a Hamburg Wheel Tracking Device under dry conditions at 60°C and 10,000 passes. This study shows that aggregate characteristics influence the potential for rutting. Test results indicate that the SMA-Fine asphalt mix using aggregate-1 has better permanent deformation resistance than the SMA-Fine asphalt mix using aggregate-2. Keywords: rutting damage; asphalt mix; permanent deformation; aggregate characteristics Abstrak Kerusakan Rutting merupakan suatu kerusakan yang berbentuk alur pada permukaan perkerasan jalan yang disebabkan oleh beban lalu lintas, kualitas material, dan rancangan campuran beraspal. Studi ini bertujuan untuk menentukan potensi terjadinya rutting pada campuran Split Mastic Asphalt-Halus, yang menggunakan 2 jenis agregat, yaitu agregat-1 dan agregat-2. Pengujian deformasi permanen dilakukan dengan alat Hamburg Wheel Tracking Device, dengan kondisi kering pada temperatur 60°C dan 10.000 lintasan. Studi ini menunjukkan bahwa karakteristik agregat memengaruhi potensi terjadinya kerusakan rutting. Hasil pengujian menunjukkan campuran beraspal SMA-Halus yang menggunakan agregat-1 memiliki ketahanan deformasi permanen yang lebih baik dibandingkan dengan campuran beraspal SMA-Halus yang menggunakan agregat-2. Kata-kata kunci: kerusakan rutting; campuran beraspal; deformasi permanen; karakteristik agregat
subject: Articles
  topic: section
creator: Eti Sulandari
creator: Slamet Widodo
creator: Siti Mayuni
creator: Falderika Falderika
creator: Sutarno Sutarno
rights: Copyright (c) 2025
date: 2025-07-27
publication date: 2025-07-27
starting page: 139
ending page: 148
doi: 10.26593/jhpji.v11i2.9518.139-148

EARMARKING TAX: A SOLUTION FOR NEGLECTED PROVINCIAL ROAD MAINTENANCE
type: item
description: Abstract The West Java Provincial Government cannot fund the entire provincial road maintenance program due to budget constraints. Therefore, it is necessary to find revenue sources that can be used to fill the funding gap. This study examines the potential revenue from earmarking taxes that can be used to finance provincial road maintenance. The study results indicate that the potential revenue generated from earmarking taxes cannot fund the entire road maintenance program, but is only sufficient to cover 100% of the routine maintenance program and 40% of the periodic maintenance program. Keywords: road maintenance; provincial roads; earmarking tax; routine maintenance; periodic maintenance Abstrak Pemerintah Provinsi Jawa Barat tidak dapat membiayai seluruh program pemeliharaan jalan provinsi karena keterbatasan anggaran. Karena itu, perlu dicari sumber-sumber pemasukan yang dapat digunakan untuk mengisi kekurangan dana yang dibutuhkan. Pada studi ini dikaji potensi penerimaan yang berasal dari pajak earmarking yang dapat digunakan untuk membiayai pemeliharaan jalan provinsi. Hasil yang diperoleh dari studi menunjukkan bahwa potensi pendapatan yang diperoleh dari pajak earmarking tidak dapat membiayai seluruh program pemeliharaan jalan, tetapi hanya cukup untuk 100% program pemeliharaan rutin dan 40% program pemeliharaan periodik. Kata-kata kunci: pemeliharaan jalan; jalan provinsi; pajak earmarking; pemeliharaan rutin; pemeliharaan periodik
subject: Articles
  topic: section
creator: Yudi Sekaryadi
rights: Copyright (c) 2025
date: 2025-07-27
publication date: 2025-07-27
starting page: 127
ending page: 138
doi: 10.26593/jhpji.v11i2.9517.127-138

STUDI KELAYAKAN JALAN PENGHUBUNG PELAWAN DAN BIATAN PROVINSI KALIMANTAN TIMUR
type: item
description: Abstract Road infrastructure development plays a crucial role in driving economic growth and equitable development. One effort to strengthen interregional connectivity in East Kalimantan Province is the construction of a connecting road between Pelawan (Nibung Bridge) and Biatan (Simpang KM. 46). This paper presents a feasibility study of the proposed connecting road, including a review of technical, economic, and spatial planning aspects. Three alternative routes are examined in this study. Furthermore, the study includes an analysis of the initial road design, including geometric and pavement design. This study indicates that alternative 2 is the best alternative and is recommended for designation as the selected route. Keywords: road infrastructure; feasibility study; connecting road; road route Abstrak Pembangunan infrastruktur jalan memegang peran penting dalam mendorong pertumbuhan ekonomi serta pemerataan pembangunan. Suatu upaya untuk memperkuat konektivitas antarwilayah di Provinsi Kalimantan Timur adalah melaksanakan pembangunan jalan penghubung antara Pelawan (Jembatan Nibung) dan Biatan (Simpang KM. 46) di Provinsi Kalimantan Timur. Pada makalah ini dilakukan studi kelayakan terhadap ren-cana pembangunan jalan penghubung tersebut, yang mencakup tinjauan terhadap aspek-aspek teknis, ekonomi, dan kesesuaian tata ruang. Terdapat 3 trase alternatif yang dikaji pada studi ini. Selain itu, studi ini juga memuat analisis terhadap desain awal jalan, yang meliputi desain geometrik dan desain perkerasan Jalan. Studi ini menunjukkan bahwa alternatif 2 merupakan alternatif terbaik dan direkomendasikan untuk ditetapkan sebagai trase terpilih. Kata-kata kunci: infrastruktur jalan; studi kelayakan; jalan penghubung; trase jalan
subject: Articles
  topic: section
creator: Tilaka Wasanta
creator: Alfina Tridamayanti
creator: Prayoga Luthfil Hadi
creator: Wimpy Santosa
rights: Copyright (c) 2025
date: 2025-07-27
publication date: 2025-07-27
starting page: 113
ending page: 126
doi: 10.26593/jhpji.v11i2.9516.113-126

KAJIAN FASILITAS PEJALAN KAKI DI JALAN DIPONEGORO KOTA SINGKAWANG
type: item
description: Abstract Pedestrian comfort is a key factor in creating a livable urban environment. Singkawang City, located in West Kalimantan Province, faces sidewalk problems on Jalan Diponegoro, including insufficient width, surface damage, illegal parking, a large number of street vendors, and frequent use by motorcycles. This study aims to analyze the compliance of existing sidewalk conditions with technical standards, analyze user satisfaction levels with various aspects of pedestrian facilities, and formulate solutions to any discrepancies identified. Data were obtained through direct observation and interviews with sidewalk users. This study shows that, in terms of technical standards, only the safety aspect meets standards, while comfort, accessibility, aesthetics, connec-tivity, and supporting facilities remain below standard. However, based on user perceptions, 5 of the 6 aspects, safety, comfort, accessibility, aesthetics, and connectivity, have a user satisfaction level greater than 50%. Only the supporting facilities aspect has a user satisfaction level below 50%. Sidewalk improvements need to be carried out not only based on meeting technical standards but also considering user perceptions and needs. Keywords: pedestrian; sidewalk; accessibility; comfort; user satisfaction; safety Abstrak Kenyamanan pejalan kaki merupakan suatu faktor utama dalam menciptakan lingkungan perkotaan yang layak huni. Kota Singkawang, yang terletak di Provinsi Kalimantan Barat, menghadapi permasalahan trotoar di Jalan Diponegoro, yang meliputi lebar trotoar yang kurang, permukaan rusak, parkir ilegal, banyaknya pedagang kaki lima, serta dilalui oleh sepeda motor. Penelitian ini bertujuan menganalisis kesesuaian kondisi eksisting trotoar terhadap standar teknis, menganalisis tingkat kepuasan pengguna terhadap berbagai aspek fasilitas pejalan kaki, serta merumuskan solusi atas ketidaksesuaian yang ditemukan.. Data diperoleh melalui observasi langsung dan wawancara dengan pengguna trotoar. …
subject: Articles
  topic: section
creator: Boediono Boediono
creator: Siti Mayuni
creator: Said Said
rights: Copyright (c) 2025
date: 2025-07-27
publication date: 2025-07-27
starting page: 103
ending page: 112
doi: 10.26593/jhpji.v11i2.9515.103-112

AUDIT KESELAMATAN JALAN DI KAWASAN SOREANG KABUPATEN BANDUNG
type: item
description: Abstract The Soreang area is a strategic location in Bandung Regency, with high mobility from government and office activities. This area experiences increased traffic and requires a Road Safety Audit to prevent traffic accidents. This study conducted an audit of 8 road sections in Soreang. The audit process used a Road Safety Audit form for the operational stage and compared road conditions with technical standards. This study indicates that Road Section 7 (Soreang Cipatik) has the highest potential for traffic accidents, requiring mitigation measures to reduce the potential risk of traffic accidents on this road. Keywords: traffic; Road Safety Audit; Traffic Accidents; roads Abstrak Kawasan Soreang merupakan suatu kawasan yang strategis di Kabupaten Bandung, dengan mobilitas yang tinggi yang berasal dari kegiatan pemerintahan dan perkantoran. Kawasan ini mengalami peningkatan lalu lintas dan memerlukan Audit Keselamatan Jalan untuk mencegah terjadinya kecelakaan lalu lintas. Pada studi ini dilakukan audit terhadap 8 ruas jalan di Soreang. Proses audit dilakukan dengan menggunakan formulir Audit Keselamatan Jalan untuk tahap operasional dan membandingkan kondisi jalan dengan standar teknis. Studi ini menunjukkan bahwa Ruas Jalan 7 (Soreang Cipatik) memiliki potensi kecelakaan lalu lintas tertinggi, sehingga diperlukan upaya penanganan untuk mengurangi potensi risiko kecelakaan lalu lintas di jalan tersebut. Kata-kata kunci: lalu lintas; Audit Keselamatan Jalan; Kecelakaan Lalu Lintas; jalan
subject: Articles
  topic: section
creator: Imam Budy Prastiyo
rights: Copyright (c) 2025
date: 2025-07-27
publication date: 2025-07-27
starting page: 95
ending page: 102
doi: 10.26593/jhpji.v11i2.9514.95-102

TOLL ROAD TARIFF AND TOLL COLLECTION INTEGRATION POLICY IN INDONESIA: ADVANCING TOWARDS AN EFFICIENT, FAIR, AND SUSTAINABLE SYSTEM
type: item
description: Abstract Toll tariff integration in Indonesia represents a significant reform in transportation policy, aimed at enhancing efficiency, equity and sustainability. This paper explores the integration process from policy, technical, to institutional perspectives, using case studies from Greater Jakarta, Greater Surabaya, and Greater Medan regions. Findings show that integration improves average travel speed (up to 9% in Greater Jakarta region), reduces toll gate congestion, and enhances logistics cost efficiency. Nevertheless, key challenges persist, including infrastructure readiness, equitable revenue sharing among operators, and public acceptance. This study recommends a phased implementation strategy, tariff simulations based on users’ Ability to Pay and Willingness to Pay, and strengthened inter-stakeholder coordination to ensure the success of toll road inte-gration policies. Keywords: tariff integration; transportation efficiency; sustainability; Willingness to Pay; Ability to Pay Abstrak Integrasi tarif tol di Indonesia merupakan reformasi yang signifikan dalam kebijakan transportasi, yang bertujuan untuk meningkatkan efisiensi, kesetaraan, dan keberlanjutan. Makalah ini mengeksplorasi proses integrasi mulai dari perspektif kebijakan, teknis, hingga kelembagaan, menggunakan studi kasus di wilayah-wilayah Jabodetabek, Surabaya Raya, dan Medan Raya. Temuan yang diperoleh menunjukkan bahwa integrasi meningkatkan kecepatan perjalanan rata-rata (hingga 9% di Jabodetabek), mengurangi kemacetan di gerbang tol, dan meningkatkan efisiensi biaya logistik. Namun demikian, tantangan utama tetap ada, termasuk kesiapan infrastruktur, pembagian pendapatan yang adil di antara para operator, dan penerimaan publik. Studi ini merekomendasikan strategi implementasi bertahap, simulasi tarif berdasarkan Kemampuan untuk Membayar dan Kesediaan untuk Membayar pengguna, dan penguatan koordinasi antarpemangku kepentingan untuk memastikan keberhasilan kebijakan integrasi jalan tol. Kata-k…
subject: Articles
  topic: section
creator: Slamet Muljono
creator: Ratu Intan Febry Daramita
rights: Copyright (c) 2025 Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia)
date: 2025-07-27
publication date: 2025-07-27
starting page: 83
ending page: 94
doi: 10.26593/jhpji.v11i2.9513.83-94

PERTANGGUNGJAWABAN PIDANA KEJADIAN KECELAKAAN LALU LINTAS DI WILAYAH HUKUM POLRES SUBANG
type: item
description: Abstract Traffic accidents are in the top 5 causes of death in the world. Therefore, it is important to study the factors that cause traffic accidents. This study uses law enforcement theory and criminal responsibility theory with an empirical juridical approach and analytical descriptive nature. Data was collected through literature study to obtain primary, secondary and tertiary legal materials, which were analyzed qualitatively. This study shows that the main factor causing traffic accidents is human negligence, followed by unfit vehicles, poor road con-ditions, and environmental or weather factors. Criminal liability for negligent drivers involves a legal process, from investigation, prosecution, to trial. In practice, traffic accident cases are often resolved through conciliation at the investigation stage, although dissatisfied parties can take the case to court. Keywords: traffic accident; law enforcement; driver negligence; legal process Abstrak Kecelakaan lalu lintas menempati 5 besar penyebab kematian di dunia. Karena itu, penting dilakukan kajian terhadap faktor-faktor penyebab kecelakaan lalu lintas. Studi ini menggunakan teori penegakan hukum dan teori pertanggungjawaban pidana dengan pendekatan yuridis empiris dan sifat deskriptif analitis. Data dikumpulkan melalui studi kepustakaan untuk memperoleh bahan hukum primer, sekunder, dan tersier, yang dianalisis secara kualitatif. Hasil penelitian menunjukkan bahwa faktor utama penyebab kecelakaan lalu lintas adalah kelalaian manusia, diikuti oleh kendaraan yang tidak layak, kondisi jalan yang buruk, serta faktor lingkungan atau cuaca. Pertanggungjawaban pidana terhadap pengemudi yang lalai melibatkan proses hukum, mulai dari penyidikan, penuntutan, hingga persidangan. Dalam praktiknya, kasus kecelakaan lalu lintas sering diselesaikan melalui perdamaian pada tahap penyidikan, meskipun pihak yang tidak puas dapat melanjutkan perkara hingga ke pengadilan. Kata-kata kunci: kecelakaan lalu lintas; penegakan huk…
subject: Articles
  topic: section
creator: Lis Diana Ningsih
creator: Ajeng Meiliana Rizky
creator: Prayoga Luthfil Hadi
creator: Wimpy Santosa
rights: Copyright (c) 2025
date: 2025-01-30
publication date: 2025-01-30
starting page: 75
ending page: 82
doi: 10.26593/jhpji.v11i1.9068.75-82

PERAN MASYARAKAT DALAM PERENCANAAN DAN PELAKSANAAN PEMELIHARAAN JALAN
type: item
description: Abstract This study was conducted in Sidamulya Village, Jalaksana District, Kuningan Regency, in West Java Province. Sidamulya village is traversed by the Cirebon–Kuningan provincial road which is in good and moderate condition, the Jalaksana–Simpang Pejambon district road which is in moderate condition and slightly damaged, and several village roads are in moderate condition, lightly damaged, and heavily damaged. The road maintenance program in the Sidamulya Village environment is implemented based on the results of road condition surveys. Maintenance of the Cirebon-Kuningan Road Section is proposed using a routine maintenance program, while maintenance of the Jalaksana-Simpang Pejambon Road Section is proposed using a periodic maintenance program. Meanwhile, maintenance of village roads is proposed with a periodic maintenance and rehabilitation program. Implementation of road maintenance can be carried out by including village community participation through the Type IV self-management method, where planning is carried out by the government or community, while implementation and supervision are carried out by the community. The types of work that can be done by village communities are simple jobs and do not require high-tech equipment. Keywords: road conditions; community participation; road maintenance; road planning; self-management Abstrak Studi ini dilakukan di Desa Sidamulya, Kecamatan Jalaksana, Kabupaten Kuningan, di Provinsi Jawa Barat. Desa Sidamulya dilewati oleh jalan provinsi Cirebon–Kuningan yang berkondisi baik dan sedang, jalan kabupaten Jalaksana–Simpang Pejambon yang berkondisi sedang dan rusak ringan, dan beberapa jalan desa berkondisi sedang, rusak ringan, dan rusak berat. Program pemeliharaan jalan di lingkungan Desa Sidamulya dilaksanakan berdasarkan hasil survei kondisi jalan. Pemeliharaan ruas jalan Cirebon–Kuningan diusulkan menggunakan program pemeliharaan rutin, sedangkan pemeliharaan ruas jalan Jalaksana– Simpang Pejambon diusulkan denga…
subject: Articles
  topic: section
creator: Yudi Sekaryadi
rights: Copyright (c) 2025
date: 2025-01-30
publication date: 2025-01-30
starting page: 63
ending page: 74
doi: 10.26593/jhpji.v11i1.9067.63-74

KOMPARASI EFISIENSI METODE PERAKITAN JEMBATAN PANEL RANGKA BAJA PADA PRESERVASI JEMBATAN
type: item
description: Abstract Deterioration of bridge conditions can be caused by material durability, traffic volume and load, environmental conditions, or natural disasters. For this reason, bridge rehabilitation activities are needed. The bridge rehabili-tation process often results in road access being cut off and the handling process takes quite a long time. To prevent isolated areas to happen, it is necessary to build emergency bridges, which are usually called steel frame panel bridges or also known as Bailey Bridges. The construction of steel frame panel bridges can use several installation methods, namely full-span, shoring, balanced cantilever, and semi-balanced cantilever. This research aims to compare the effectiveness and efficiency of steel frame panel bridge erection methods. For this reason, field observations and interviews were carried out related to the assembly of steel frame panel bridges. Data analysis was carried out quantitatively and qualitatively by comparing the cost, time and level of ease of installing steel frame panel bridges. This study shows that the installation of a steel frame panel bridge using the semi balanced cantilever method is the easiest installation, requiring installation time of only 13 days for a span of 30 m, and with the lowest cost. Keywords: bridge; steel frame panel bridges; bridge assembly; semi balanced cantilever Abstrak Penurunan kondisi jembatan dapat disebabkan oleh durabilitas material, volume lalu lintas dan beban, kondisi lingkungan, atau adanya bencana alam. Untuk itu diperlukan kegiatan rehabilitasi jembatan. Proses rehabilitasi jembatan seringkali membuat akses jalan terputus dan proses penanganannya membutuhkan waktu yang cukup lama. Untuk mencegah adanya daerah yang terisolir, diperlukan pembangunan jembatan darurat, yang biasa disebut dengan jembatan panel rangka baja atau biasa disebut juga sebagai jembatan Bailey. Pembangunan jembatan panel rangka baja dapat menggunakan beberapa metode pemasangan, yaitu full-span, sho…
subject: Articles
  topic: section
creator: Adityo Budi
creator: Gitaning Primaswari
creator: Rikal Andani
rights: Copyright (c) 2025
date: 2025-01-30
publication date: 2025-01-30
starting page: 49
ending page: 62
doi: 10.26593/jhpji.v11i1.9066.49-62

PENGARUH SUBSTITUSI LIMBAH KACA TERHADAP TENSILE STRENGTH RATIO CAMPURAN BERASPAL ASPHALT CONCRETE-BINDER COURSE
type: item
description: Abstract Hot asphalt mixtures require aggregate as the constituent material. In this study, the potential for glass waste to be used as an aggregate substitute is examined. For this reason, a mixture design was determined to obtain the Optimum Asphalt Content of the Asphalt Concrete-Binder Course mixtures using glass waste as a substitute for fine aggregate. The glass waste used is glass waste that passes through sieve No. 50 and retained on sieve No.100. The proportion of glass waste substitution is 0%, 25%, 50%, 75%, and 100% to the amount of fine aggregate in the mixture. The asphalt mixture in this study was made using the Marshall mixture design method. From this design, the Optimum Asphalt Content is obtained at 5.9% (0% glass waste), 5.4% (25% glass waste), 5.2% (50% glass waste), 5.1% (75% glass waste), and 4.9% (100% glass waste). Next, test spe-cimens were made for Indirect Tensile Strength testing, and carried out for testing in dry and wet conditions, and the Tensile Strength Ratio of the test specimens was determined. The Tensile Strength Ratio of the asphalt mixture decreases with increasing proportion of glass waste and decreasing asphalt content. Overall, this research shows that glass waste can be used as a substitute for fine aggregate. Keywords: hot mix asphalt; aggregate; glass waste; Marshall Method; Tensile Strength Ratio Abstrak Campuran beraspal panas memerlukan agregat sebagai material penyusunnya. Pada studi ini dikaji potensi limbah kaca untuk dimanfaatkan sebagai substitusi agregat. Untuk itu ditentukan rancangan campuran dengan untuk mendapatkan Kadar Aspal Optimum pada campuran beraspal jenis Asphalt Concrete-Binder Course dengan menggunakan limbah kaca sebagai substitusi agregat halus. Limbah kaca yang digunakan adalah limbah kaca yang lolos ayakan No. 50 dan tertahan ayakan No.100. Proporsi substitusi limbah kaca adalah 0%, 25%, 50%, 75%, dan 100% terhadap jumlah agregat halus dalam campuran. Campuran beraspal pada studi ini dibuat de…
subject: Articles
  topic: section
creator: Syaripin
creator: Latif Budi Suparma
creator: Agus Taufik Mulyono
creator: Gholiqul Amrodh Alawy
creator: Ahmad Farid Ardiansyah
creator: Rohmahillah Aviskanasya Septiandri
rights: Copyright (c) 2025
date: 2025-01-30
publication date: 2025-01-30
starting page: 39
ending page: 48
doi: 10.26593/jhpji.v11i1.9065.39-48

PEMODELAN TRANSPORTASI MAKRO PADA RENCANA PENGEMBANGAN JARINGAN JALAN DI PROVINSI JAWA BARAT
type: item
description: Abstract Along with economic growth, the mobility of transportation of people and goods to various regions has also increased. This is where the transportation sector plays a very important role to smooth the wheels of the economy and serve the need for transportation services for people and goods within cities, between cities, and throughout the country. Therefore, a macrosimulation transportation model is needed in order to have a well-connected road network system throughout the region. The study approach is based on road performance analysis using the PKJI 2023 method and macro modeling using the four-stage modeling method. By adding road network plans from Tatrawil, RUJJN, and RTRW documents to the do-something scenario, the road network of west java province has better performance. This shows that the road network plan developed in the previous documents can overcome future traffic problems. This is indicated by more road sections performing well in 2040 and 2045 compared to the do-nothing scenario. Keywords: road performance; modeling; road network; traffic Abstrak Seiring dengan pertumbuhan perekonomian, mobilitas angkutan orang dan barang ke berbagai wilayah juga turut meningkat. Di sinilah sektor transportasi memegang peranan yang sangat penting untuk memperlancar roda perekonomian dan melayani kebutuhan akan jasa angkutan orang dan barang di dalam kota, antarkota, dan keseluruh pelosok tanah air. Oleh karena itu diperlukan pemodelan transportasi makro dalam rencana pengembangan jaringan jalan yang terkoneksi dengan baik ke seluruh wilayah. Pendekatan kajian didasari oleh analisis kinerja jalan dengan metode PKJI 2023 dan pemodelan makro dengan metode pemodelan empat tahap. Dengan menambahkan rencana jaringan jalan dari dokumen Tatrawil, RUJJN, dan RTRW pada skenario do something menyebabkan jaringan jalan Provinsi Jawa Barat memiliki kinerja yang lebih baik. Ini menunjukkan bahwa rencana jaringan jalan yang sudah disusun pada dokumen terdahulu dapat menga…
subject: Articles
  topic: section
creator: Tilaka Wasanta
creator: Fransiskus Ferdinand Nainggolan
creator: Prayoga Luthfil Hadi
creator: Wimpy Santosa
rights: Copyright (c) 2025
date: 2025-01-30
publication date: 2025-01-30
starting page: 27
ending page: 38
doi: 10.26593/jhpji.v11i1.9064.27-38

PELUANG PENGGUNAAN KONSTRUKSI BAJA UNTUK JEMBATAN BENTANG PANJANG DAN TEROWONGAN BAWAH LAUT
type: item
description: Abstract Steel material has an important role in the development of construction technology. High tensile strength, durable, and lighter than concrete, makes steel structures widely used in the construction of transportation infrastructure, especially for long-span bridges and underwater tunnels. In this study, the opportunities for using steel construction for use in the construction of long-span bridges, namely cable stayed bridges or cable suspension bridges, and in underwater tunnels are examined. This study shows that the choice of long-span bridge type or technology is largely determined by local conditions and the planned bridge span length. The use of steel tubes for underwater tunnel construction can be an alternative for use in the construction of underwater tunnels to be built in the new capital city of Indonesia. Keywords: steel; long span bridges; cable stayed bridge; cable suspension bridge; underwater tunnel Abstrak Material baja memiliki peran penting dalam pengembangan teknologi konstruksi. Kuat tarik tinggi, tahan lama, dan lebih ringan dibandingkan dengan beton, membuat struktur baja digunakan secara luas dalam pembangunan infrastruktur transportasi, khususnya untuk jembatan bentang panjang dan terowongan bawah laut. Pada studi ini dikaji peluang penggunaan konstruksi baja untuk digunakan pada konstruksi jembatan bentang panjang, yaitu jembatan pancang atau jembatan gantung, dan pada terowongan bawah laut. Studi ini menunjukkan bahwa pemilihan tipe atau teknologi jembatan bentang panjang sangat ditentukan oleh kondisi setempat dan panjang bentang jembatan yang direncanakan. Penggunaan tabung baja untuk konstruksi terowongan bawah laut dapat menjadi salah satu alternatif untuk digunakan dalam pembangunan terowongan bawah laut yang akan dibangun di Ibu Kota Nusantara. Kata-kata kunci: baja; jembatan bentang panjang; jembatan pancang; jembatan gantung; saluran bawah laut
subject: Articles
  topic: section
creator: Basuki Muchlis
rights: Copyright (c) 2025
date: 2025-01-30
publication date: 2025-01-30
starting page: 17
ending page: 26
doi: 10.26593/jhpji.v11i1.9063.17-26

PARAMETRIC STUDY OF WARREN STEEL TRUSS BRIDGE USING ARTIFICIAL NEURAL NETWORKS
type: item
description: Abstract Steel truss bridges are a popular type of amongst several other standard bridges in Indonesia due to their lightweight yet robust and strong structure. In this study Artificial Neural Networks is used to optimize the dimensions of the steel truss bridge. The Artificial Neural Network method was chosen as it can handle complex and nonlinear problems, as well as its potential to generate accurate prediction models. Data of 319 existing constructed steel truss bridges in Indonesia were used to train the Artificial Neural Network model. The results show that the Artificial Neural Network model can predict the stress ratio of the structural elements of steel truss bridges with high accuracy (R2 > 0.99). The trained ANN model was then used to optimize the dimensions of the steel truss bridges with spans range from 40 meters to 60 meters with interval of 5 meters. The optimization results showed a 5.60% weight reduction compared to previous research results and a 20% less compared to the average weight of the existing bridge. This study contributes to improving the efficiency of development steel truss bridge in Indonesia. Keywords: truss bridge; optimization; Artificial Neural Network; design efficiency Abstrak Jembatan rangka baja merupakan jenis jembatan standar yang populer di Indonesia karena struktur yang ringan namun kuat dan kokoh. Pada penelitian ini, Artificial Neural Network digunakan untuk mengoptimalkan dimensi jembatan rangka baja. Metode ini dipilih karena kemampuannya menangani masalah kompleks dan nonlinier, serta potensinya untuk menghasilkan model prediksi yang akurat. Data 319 jembatan rangka baja yang ada di Indonesia digunakan untuk melatih model Artificial Neural Network. Hasilnya menunjukkan bahwa model Artificial Neural Network dapat memprediksi rasio tegangan pada elemen struktural jembatan rangka baja dengan akurasi yang tinggi. Model Artificial Neural Network yang terlatih kemudian digunakan untuk mengoptimalkan dimensi jembatan rangka …
subject: Articles
  topic: section
creator: Yana Astuti
creator: Henricus Priyosulistyo
creator: Andreas Triwiyono
creator: Akhmad Aminullah
rights: Copyright (c) 2025 Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia)
date: 2025-01-30
publication date: 2025-01-30
starting page: 1
ending page: 16
doi: 10.26593/jhpji.v11i1.9060.1-16

PENENTUAN KONDISI PERKERASAN KAKU DI JALAN RINGROAD SELATAN YOGYAKARTA DENGAN METODE PAVEMENT CONDITION INDEX
type: item
description: Abstract Roads are land transportation infrastructure that has an important role in the economic, tourism, social, and cultural growth of a region. As its service life progresses, roads experience damage, especially due to traffic loads. In this study, road pavement damage was observed visually and the condition of the road pavement was determined using the Pavement Condition Index Method (ASTM D6433-11). The locations of this study are several intersections located on Jalan Ringroad Selatan, Yogyakarta, namely Madukismo Intersection, Dong-kelan Intersection, Druwo Intersection, Wojo Intersection, and Giwangan Intersection. This study shows that the average value of the Pavement Condition Index on the roads observed is 89, which means that the road pavement is in good condition. Keywords: road; road pavement; traffic load; road damage; Pavement Condition Index Abstrak Jalan merupakan prasarana transportasi darat yang memiliki peran penting dalam pertumbuhan ekonomi, pariwi-sata, sosial, dan budaya suatu daerah. Seiring dengan umur layanannya, jalan mengalami kerusakan, khususnya akibat beban lalu lintas. Pada studi ini, kerusakan perkerasan jalan diamati secara visual dan kondisi perkerasan jalan ditentukan dengan menggunakan Metode Pavement Condition Index (ASTM D6433-11). Lokasi peneli-tian ini adalah beberapa simpang yang terletak di Jalan Ringroad Selatan, Yogyakarta, yaitu simpang Madukismo, Simpang Dongkelan, Simpang Druwo, Simpang Wojo, dan Simpang Giwangan. Studi ini menunjukkan bahwa nilai rata-rata Pavement Condition Index di jalan yang diamati adalah 89, yang berarti perkerasan jalan berada pada kondisi baik. Kata-kata kunci: jalan; perkerasan jalan; beban lalu lintas; kerusakan jalan; Pavement Condition Index
subject: Articles
  topic: section
creator: Ardystia Maha Sari
creator: Latif Budi Suparma
creator: Suprapto Siswosukarto
rights: Copyright (c) 2024
date: 2024-07-24
publication date: 2024-07-24
starting page: 141
ending page: 152
doi: 10.26593/jhpji.v10i2.8382.141-152

KERUSAKAN RUAS JALAN BANGGOI–BULA KABUPATEN SERAM BAGIAN TIMUR
type: item
description: Abstract The condition of the Banggoi-Bula Road, in Eastern Seram Regency, is experiencing sinking damage, longitu-dinal cracks, and crocodile cracks. The aim of this research is to analyze the type and level of damage, design culverts, and determine the thickness of the pavement on the Banggoi-Bula Road Section. Determining the type of damage was carried out using the Pavement Condition Index method, culvert design using hydrological analysis, while determining the thickness of flexible pavement was carried out using the Pavement Design Manual 2017 method. After reviewing the condition of the road pavement surface that occurred on the Banggoi-Bula Road Section, it was concluded that the road damage conditions observed were at a moderate to very poor level. The culverts on this road section are designed to be 1.5 m wide and 1.8 m high. From the results of the road pavement analysis, the pavement design for the Banggoi-Bula Road Section was obtained, using a flexible type of pavement, with an AC-WC surface layer thickness of 40 mm, an AC-BC layer thickness of 60 mm, and the thickness of the class A foundation layer is 400 mm. Keywords: road; road damage; Pavement Condition Index; flexible pavement; culverts Abstrak Kondisi jalan pada Ruas Jalan Banggoi-Bula di Kabupaten Seram Bagian Timur mengalami kerusakan amblas, retak memanjang, dan retak kulit buaya. Tujuan penelitian ini adalah menganalisis jenis dan tingkat kerusakan, merancang gorong-gorong, dan menentukan tebal perkerasan pada Ruas Jalan Banggoi-Bula tersebut. Penentuan jenis-jenis kerusakan dilakukan dengan menggunakan metode Pavement Condition Index, perancangan gorong-gorong menggunakan analisis hidrologi, sedangkan penentuan tebal perkerasan lentur dilakukan dengan meng-gunakan metode Manual Desain Perkerasan 2017. Setelah melakukan tinjauan kondisi permukaan perkerasan jalan yang terjadi pada Ruas Jalan Banggoi-Bula, disimpulkan bahwa kondisi kerusakan di jalan yang diamati berada pada Tingkat Kerusakan…
subject: Articles
  topic: section
creator: Vera Th. C. Siahaya
creator: Abraham Tuanakotta
creator: Clovdia Giovani Hunihua
rights: Copyright (c) 2024
date: 2024-07-24
publication date: 2024-07-24
starting page: 131
ending page: 140
doi: 10.26593/jhpji.v10i2.8381.131-140

KINERJA CAMPURAN STONE MATRIX ASPHALT MENGGUNAKAN SERAT SELULOSA ECENG GONDOK
type: item
description: Abstract Roads are transportation infrastructure that have a very important influence on the social and economic deve-lopment of society. Therefore, roads must be maintained so that they do not get damaged quickly. Road damage can be caused by excessive traffic load, temperature, and poor road quality. Road pavement must be strong, durable, and resistant to plastic deformation. This research aims to determine the effect of adding water hya-cinth cellulose fiber on the performance of a type of asphalt mixtures, namely the Stone Matrix Asphalt, and to determine the optimum water hyacinth fiber content that can be added to the asphalt mixture. This study shows that a water hyacinth fiber content of 0.3% is the best water hyacinth fiber content that can be used in Stone Matrix Asphalt mixtures made with an Optimal Asphalt Content of 6.75%. Keywords: road pavement; water hyacinth cellulose fiber; asphalt mixtures; Stone Matrix Asphalt Abstrak Jalan merupakan suatu prasarana transportasi yang mempunyai pengaruh yang sangat penting dalam pem-bangunan sosial dan ekonomi masyarakat. Karena itu, jalan harus dipelihara agar tidak cepat rusak. Kerusakan jalan dapat disebabkan oleh beban lalu lintas yang berlebihan, temperatur, dan kualitas jalan yang buruk. Perke-rasan jalan harus kuat, tahan lama, dan tahan terhadap deformasi plastis yang terjadi. Penelitian ini bertujuan untuk menentukan pengaruh penambahan serat selulosa eceng gondok terhadap kinerja campuran beraspal jenis Stone Matrix Asphalt dan menentukan nilai kadar optimum serat eceng gondok yang dapat ditambahkan pada cam-puran beraspal tersebut. Penelitian ini menunjukkan bahwa kadar serat eceng gondok 0,3% merupakan kadar serat eceng gondok terbaik yang dapat digunakan pada campuran Stone Matrix Asphalt yang dibuat dengan Kadar Aspal Optimum sebesar 6,75%. Kata-kata kunci: perkerasan jalan; serat selulosa eceng gondok; campuran beraspal; Stone Matrix Asphalt
subject: Articles
  topic: section
creator: Dwi Esti Intari
creator: Rindu Twidi Bethary
creator: Arief Budiman
creator: Elfrida Yohana
rights: Copyright (c) 2024
date: 2024-07-24
publication date: 2024-07-24
starting page: 119
ending page: 130
doi: 10.26593/jhpji.v10i2.8380.119-130

ANALISIS DAMPAK LALU LINTAS PEMBANGUNAN PASAR SENTRAL TERHADAP KINERJA LALU LINTAS DI JALAN SAM RATULANGI KABUPATEN BULUKUMBA
type: item
description: Abstract Changes in the designation of areas to become activity centers, whether in the form of commercial services or services to communities in urban or rural areas, will affect the spatial structure in the development areas of these activity centers. The aim of this research is to evaluate the impact of the construction of the Bulukumba Central Market, in Bulukumba Regency, on traffic performance on Jalan Sam Ratulangi, where the market is located. Evaluations are carried out both during construction and when the market is operating. Traffic observa-tions in this study were carried out using observation techniques, namely by taking field data directly. The surveys carried out include vehicle volume surveys, road capacity surveys, side friction surveys, and road geometry surveys, which are then analyzed using the calculation methods contained in the Indonesian Road Capacity Manual. This research shows that the construction of the Bulukumba Central Market, during construction and after operation, can disrupt traffic flow on Jalan Sam Ratulangi, Bulukumba, so it requires good traffic mana-gement. Keywords: traffic; traffic performance; traffic volume; road capacity; service level Abstrak Perubahan peruntukan kawasan yang berubah menjadi pusat-pusat kegiatan, baik yang bersifat jasa komersial maupun pelayanan kepada masyarakat di perkotaan atau di pedesaan akan memengaruhi struktur ruang di kawasan pembangunan pusat kegiatan tersebut. Tujuan penelitian ini adalah untuk mengevaluasi dampak pembangunan Pasar Sentral Bulukumba, di Kabupaten Bulukumba, terhadap kinerja lalu lintas di Jalan Sam Ratulangi, tempat pasar itu berada. Evaluasi dilakukan baik pada saat konstruksi maupun saat pasar beroperasi. Pengamatan lalu lintas pada studi ini dilakukan dengan teknik observasi, yaitu dengan mengambil data lapangan secara langsung. Survei yang dilakukan meliputi survei volume kendaraan, survei kapasitas jalan, survei hambatan samping, serta survei geometri jalan, yang kemudia…
subject: Articles
  topic: section
creator: Qadriathi Dg Bau
rights: Copyright (c) 2024
date: 2024-07-24
publication date: 2024-07-24
starting page: 109
ending page: 118
doi: 10.26593/jhpji.v10i2.8379.109-118

PENGGUNAAN LIMBAH MOLASE SEBAGAI SUBSTITUSI ASPAL PADA BETON ASPAL AC-BC
type: item
description: Abstract This research aims to utilize molasses waste as a partial replacement material for asphalt in AC-BC asphalt mixtures. Molasses is the final product of making sugar, which is brown in color and in the form of a thick liquid. The research method used was to test the properties and characteristics of molasses, then compare them with the properties and characteristics of Pen 60/70 asphalt. Next, tests were carried out based on the rheological properties of asphalt and the characteristics of AC-BC asphalt concrete. Variations in the levels of molasses mixed with Pen 60/70 asphalt are 0%, 5%, 10%, and 15% of the asphalt weight. Then the mixture of molasses and asphalt is used as a binder for the AC-BC asphalt mixture. Marshall Testing and Immersion Index were carried out on this asphalt mixture. This study shows that molasses has the potential to be used as a partial replacement material for asphalt in AC-BC asphalt mixtures, which still meet the Bina Marga Specifications. Keywords: molasses waste; asphalt; asphalt mix; Marshall Testing; Immersion Index Abstrak Penelitian ini bertujuan untuk memanfaatkan limbah molase sebagai bahan pengganti sebagian aspal pada campuran beraspal AC-BC. Molase merupakan produk akhir pembuatan gula, yang berwarna cokelat dan berbentuk cairan kental. Metode penelitian yang dilakukan adalah dengan menguji sifat dan karakteristik molase, lalu membandingkannya dengan sifat dan karakteristik aspal Pen 60/70. Selanjutnya dilakukan pengujian berdasarkan sifat reologi aspal dan karakteristik beton aspal AC-BC. Variasi kadar molase yang dicampurkan pada aspal Pen 60/70 adalah 0%, 5%, 10%, dan 15% terhadap berat aspal. Kemudian campuran molase dan aspal tersebut digunakan sebagai bahan pengikat campuran beraspal AC-BC. Terhadap campuran beraspal ini dilakukan Pengujian Marshall dan Indeks Perendaman. Studi ini menunjukkan bahwa molase berpotensi untuk digunakan sebagai bahan pengganti sebagian aspal pada campuran beraspal AC-BC, yang masih m…
subject: Articles
  topic: section
creator: Linda Winarni Fadilah
creator: Madhu Khairunnisa
creator: Atmy Verani Rouly Sihombing
creator: Derina Maulinda
creator: Muhammad Rangga Syahputra
creator: Jhonassen Morientes Situmorang
rights: Copyright (c) 2024
date: 2024-07-24
publication date: 2024-07-24
starting page: 97
ending page: 108
doi: 10.26593/jhpji.v10i2.8378.97-108

PENGARUH PENGGUNAAN ZEOLITE ALAM SEBAGAI PENGGANTI MINERAL FILLER PADA CAMPURAN LAPIS FONDASI AGREGAT KELAS A
type: item
description: Abstract Premature damage to road pavement can be caused by several factors, including the use of materials that do not meet specifications dan uneven density in the base layer. To overcome this problem, innovative solutions are needed. The use of natural zeolite powder as a substitute for filler in road structural layers is an interesting innovation in the construction industry. This study aims to evaluate the effect of natural zeolite powder on the mechanical dan technical properties of Grade A Aggregate Base Course. Through an experimental approach, standard mixtures of Grade A Aggregate Base Course were compared with mixtures using varying levels of natural zeolite powder, ranging from 0% to 100%. The testing procedures carried out follow the Indonesian National Standard procedures dan include examining the characteristics of the materials used dan testing the density of the mixture. This study shows that increasing the zeolite powder content leads to a decrease in the maximum dry density value, while the Optimum Moisture Content value increased. Keywords: road pavement; Zeolite; base course; Optimum Moisture Content; maximum dry density Abstrak Kerusakan prematur pada perkerasan jalan dapat disebabkan oleh beberapa faktor, termasuk penggunaan bahan yang tidak memenuhi spesifikasi dan kepadatan yang tidak merata pada lapisan dasar. Untuk mengatasi masalah ini diperlukan solusi inovatif. Penggunaan bubuk zeolite alam sebagai pengganti filler pada lapisan struktur jalan merupakan salah satu inovasi yang menarik dalam industri konstruksi. Penelitian ini bertujuan untuk mengevaluasi pengaruh bubuk zeolite alam terhadap sifat-sifat mekanik dan teknis Lapis Fondasi Agregat Kelas A. Melalui pendekatan eksperimental, campuran standar Lapis Fondasi Agregat Kelas A diban-dingkan dengan campuran menggunakan variasi kadar bubuk zeolite alam, mulai dari 0% hingga 100%. Prosedur pengujian yang dilakukan mengikuti prosedur Standar Nasional Indonesia serta meliputi pemeriksaan …
subject: Articles
  topic: section
creator: Richard Marcelenus Pasapan
creator: Latif Budi Suparma
creator: Suprapto Siswosukarto
rights: Copyright (c) 2024
date: 2024-07-24
publication date: 2024-07-24
starting page: 85
ending page: 96
doi: 10.26593/jhpji.v10i2.8377.85-96

MODEL HUBUNGAN ANTARA KERUSAKAN JALAN DAN KECEPATAN KENDARAAN DI JALAN PERKOTAAN
type: item
description: Abstract Roads are designed with a design speed according to their function and level of service. Along with increasing age of the pavement, the road will experience damage which will have an impact on reducing the level of service. The purpose of this study is to determine the model of the relationship between the level of damage and vehicle speed. The research location is Jalan I Gusti Ngurah Rai, Palu City, Central Sulawesi Province. The method used to measure the level of damage is the Pavement Condition Index (PCI) and vehicle speed is measured using the Speed View GPS Pro Android application. The results of the level of damage associated with changes in vehicle speed of motorcycles, light vehicle and heavy vehicles. The resulting model shows that the relationship between value of IKP and vehicle speed is linear. The model that can be used to determine vehicle speed (V) for motorcycles (MC) and light vehicles (LV) with a VCR limit of 0.80 and road type 2/2 undivided. Keywords: road pavement; Pavement Condition Index; vehicle speed; road damage Abstrak Jalan dirancang dengan kecepatan desain sesuai dengan fungsi dan tingkat pelayanan. Seiring dengan bertam-bahnya umur perkerasan, jalan akan mengalami kerusakan yang memberi dampak penurunan tingkat pelayanan. Tujuan penelitian ini adalah menentukan model hubungan antara tingkat kerusakan dan kecepatan kendaraan. Lokasi penelitian adalah Jalan I Gusti Ngurah Rai, Kota Palu, Provinsi Sulawesi Tengah. Metode yang digunakan untuk mengukur tingkat kerusakan adalah Indeks Kondisi Perkerasan (IKP) dan kecepatan kendaraan diukur dengan aplikasi Android Speed View GPS Pro. Hasil tingkat kerusakan dihubungkan dengan perubahan kece-patan sepeda motor, kendaraan ringan dan kendaraan berat. Model yang dihasilkan menunjukkan bahwa hu-bungan Indeks Kondisi Perkerasan dan kecepatan kendaraan adalah linier. Model-model yang dihasilkan dapat digunakan untuk menentukan kecepatan kendaraan (V) pada jenis kendaraan sepeda motor (MC) …
subject: Articles
  topic: section
creator: Arief Setiawan
creator: Dewi Afriyanti
creator: Rizka Dwi Febriana
rights: Copyright (c) 2024
date: 2024-07-24
publication date: 2024-07-24
starting page: 75
ending page: 84
doi: 10.26593/jhpji.v10i2.8376.75-84

PENGARUH BAHAN PENGISI BATU KARANG TERHADAP KARAKTERISTIK MARSHALL CAMPURAN BETON ASPAL LAPIS AUS ASBUTON
type: item
description: Abstract Mountain coral found in Taeno Village, Ambon, is available in abundance and has the potential to be used as a filler for asphalt concrete mixtures. This research aims to determine the potential use of filler material derived from coral rock found in Taeno Village and the effect of coral filler material on the characteristics of the asbuton wearing-course asphalt concrete mixture. This research was carried out by adding filler material, with level content of 0%, 1%, 2%, and 3%, to asbuton wearing-course asphalt concrete with 3 variations of asphalt content, namely 5.0%; 5.5%, and 6.0%. Marshall tests were, then, carried out on the specimens made from the mixture. This research shows that the coral stone filler, which comes from Taeno Village, can be used as a filler for asbuton wearing-course asphalt concrete. From the analysis carried out, it was concluded that the asphalt content of the mixture influences the level of filler that can be added to the mixture. The higher the asphalt content value in a mixture, the higher the optimum filler content that can be added to the mixture. The optimum levels of filler that can be added to mixtures made with asphalt content of 5.0%, 5.5%, and 6.0% are 1.55%, 1.63%, and 1.75%, respectively. Keywords: asphalt concrete; filler; wearing-course; asbuton; coral filler Abstrak Batu karang gunung yang terdapat di Dusun Taeno, Ambon, tersedia melimpah dan berpotensi untuk digu-nakan sebagai bahan pengisi campuran beton aspal. Penelitian ini bertujuan untuk menentukan potensi penggunaan bahan pengisi yang berasal dari batu karang yang terdapat di Dusun Taneo dan pengaruh bahan pengisi batu karang tersebut terhadap karakteristik campuran beton aspal lapis aus Asbuton. Penelitian ini dilakukan dengan menambahkan bahan pengisi, dengan kadar 0%, 1%, 2%, dan 3%, kepada beton aspal lapis aus Asbuton (AC-WCAsb.) dengan 3 variasi kadar aspal, yaitu 5,0%; 5,5% dan 6,0%. Selanjutnya dilakukan pegujian Marshall terhadap benda-benda uji ya…
subject: Articles
  topic: section
creator: Hamkah Hamkah
creator: Juvrianto C. Jakob
creator: Rosmawati Walalayo
rights: Copyright (c) 2024
date: 2024-01-22
publication date: 2024-01-22
starting page: 65
ending page: 74
doi: 10.26593/jhpji.v10i1.7649.65-74