Jurnal HPJI最新文献

{"title":"ANALISIS PENUNJANG UNTUK PERANCANGAN JALAN DENGAN PERKERASAN BERASPAL SEBAGAI INFRASTRUKTUR JALAN YANG ANDAL, MANDIRI, DAN BERKELANJUTAN","authors":"Muhammad Fakhri Ali, Khansa Ramadianti","doi":"10.26593/jhpji.v9i1.6441.57-66","DOIUrl":"https://doi.org/10.26593/jhpji.v9i1.6441.57-66","url":null,"abstract":"Abstract \u0000  \u0000The high rate of road construction in Indonesia must be accompanied by an increase in road quality, so that roads are more reliable. Many factors affect road reliability, such as heavier truck loads requiring trucks with more axles and the v/c ratio of roads which affect the ability of asphalt pavements to accept loads. In traffic congestions, the strain that occurs in asphalt pavement structures can increase up to 370 millimicrons, or about 3 times greater than the strain that occurs in normal conditions. Meanwhile, to increase the independence of road construction in Indonesia, the use of domestic products in the form of Buton natural asphalt (Asbuton) needs to be continuously developed. In its use, Asbuton with a maximum content of 5.5% in the mixture has produced an asphalt mixture that meets existing specifications. The availability of Asbuton in Indonesia, which reaches around 600 thousand tons, must be utilized as best as possible. The use of concrete waste can be carried out, using a maximum asphalt content of 6.5%, with all aggregates being substituted with concrete waste. While the use of substitute materials in the form of plastic can only replace aggregates on asphalt pavements as much as 6.15%. \u0000  \u0000Keywords: road construction; road quality; pavement strain; buton natural asphalt \u0000  \u0000  \u0000Abstrak \u0000  \u0000Tingginya pembangunan jalan di Indonesia harus disertai dengan peningkatan kualitas jalan, sehingga jalan lebih andal. Banyak faktor yang berpengaruh pada keandalan jalan, seperti muatan truk yang lebih berat memerlukan truk dengan gandar yang lebih banyak serta v/c ratio jalan yang memengaruhi kemampuan perkerasan beraspal jalan dalam menerima beban. Pada keaadan lalu lintas macet, regangan yang terjadi pada struktur perkerasan beraspal dapat meningkat sampa dengan 370 milimikron, atau sekitar 3 kali lipat lebih besar daripada regangan yang terjadi pada keadaan normal. Sementara itu, untuk meningkatkan kemandirian pembangunan jalan di Indonesia, pemakaian produk dalam negeri berupa aspal alam Buton (Asbuton) perlu terus dikembangkan. Dalam penggunaannya, Asbuton dengan kadar maksimum 5,5% dalam campuran telah menghasilkan campuran beraspal yang memenuhi spesifikasi yang ada. Ketersedian Asbuton di Indonesia, yang mencapai sekitar 600 ribu ton, harus dimanfaatkan sebaik mungkin. Penggunaan limbah beton dapat dilakukan, dengan menggunakan kadar aspal maksimum sebesar 6,5%, dengan semua aggregat dapat disubstitusi dengan limbah beton. Sementara penggunaan material substitusi berupa plastik hanya dapat menggantikan aggregat pada pekerasan beraspal sebanyak 6,15%. \u0000  \u0000Kata-kata kunci: pembangunan jalan; kualitas jalan; regangan pada perkerasan; aspal alam buton","PeriodicalId":122843,"journal":{"name":"Jurnal HPJI","volume":"30 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116139644","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"ROADECT: DETEKSI PERSOALAN INFRASTRUKTUR JALAN SEBAGAI SOLUSI STRATEGI DIGITAL DALAM PENYAMPAIAN ASPIRASI MASYARAKAT BERKELANJUTAN","authors":"Ikfi Himmati, Ivone Pinasthika Prawesti, Afrigh Abrar Brahmantya","doi":"10.26593/jhpji.v9i1.6435.9-16","DOIUrl":"https://doi.org/10.26593/jhpji.v9i1.6435.9-16","url":null,"abstract":"Abstract \u0000  \u0000This study aims to follow up on road infrastructure development due to the impact felt by the people of Surabaya City. The method used is a qualitative method with descriptive presentation. The data used was obtained through a literature study. ROADECT is an application that provides solutions, alternatives, and benefits to all people, especially the people of Surabaya City. The output of the ROADECT program is that there are facilities for the community to convey their aspirations directly to the Government, especially to the Government of the City of Surabaya and to the Minister of the Ministry of Public Works and Human Settlements of the Republic of Indonesia in a more efficient and sustainable manner. \u0000  \u0000Keywords: road infrastructure; development; road; qualitative research; direct aspirations \u0000  \u0000  \u0000Abstrak \u0000  \u0000Penelitian ini bertujuan untuk menindaklanjuti pembangunan infrastruktur jalan akibat adanya dampak yang dirasakan oleh masyarakat Kota Surabaya. Metode yang digunakan adalah metode kualitatif dengan penyajian deskriptif. Data yang digunakan didapat melalui studi literatur. ROADECT adalah suatu aplikasi yang memberi solusi, alternatif, dan manfaat kepada seluruh masyarakat, khususnya masyarakat Kota Surabaya. Output program ROADECT adalah adanya fasilitas bagi masyarakat untuk menyampaikan aspirasi secara langsung kepada Pemerintah, khususnya kepada pemerintah Kota Surabaya dan kepada Menteri Kementerian Pekerjaan Umum dan Perumahan Rakyat Republik Indonesia secara lebih efisien dan berkelanjutan. \u0000  \u0000Kata-kata kunci: infrastruktur jalan; pembangunan; jalan; penelitian kualitatif; aspirasi langsung","PeriodicalId":122843,"journal":{"name":"Jurnal HPJI","volume":"52 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122249540","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"PERENCANAAN DAN KONSERVASI SATWA UNTUK MITIGASI DAMPAK PEMBANGUNAN JALAN TOL ACEH","authors":"Dini Damayanti","doi":"10.26593/jhpji.v9i1.6439.41-48","DOIUrl":"https://doi.org/10.26593/jhpji.v9i1.6439.41-48","url":null,"abstract":"Abstract \u0000  \u0000The Aceh Toll Road section observed in this study is the northernmost toll road section on the Sumatera Toll Road, with a length of 74 km. This toll road section passes through 2 important ecosystems in northern Aceh, namely the Seulawah Ecosystem and the Ulu Masen Ecosystem. The ecosystem is home to protected animals, such as the Sumateran Tiger and Sumateran Elephant. As a result of the existence of toll roads that cross protected forests, the movement of wildlife in both ecosystems can be cut off or hampered. This study aims to examine the planning principles and development control components so that they can be implemented, as an effort to conserve nature and mitigate the negative impacts of development on wildlife. This study describes several criteria and development components that must be managed, in order to comply with planning principles or design proposals that meet all existing provisions. \u0000  \u0000Keywords: toll road; ecosystem; wild animal; conservation; impact mitigation \u0000  \u0000  \u0000Abstrak \u0000  \u0000Ruas Jalan Tol Aceh yang dikaji pada studi ini merupakan ruas jalan tol yang paling utara pada Jalan Tol Sumatera, dengan panjang ruas jalan tol ini adalah 74 km. Ruas jalan tol ini melalui 2 ekosistem penting di Aceh bagian utara, yaitu Ekosistem Seulawah dan Ekosistem Ulu Masen. Ekosistem merupakan rumah satwa yang dilindungi, seperti Harimau Sumatera dan Gajah Sumatera. Akibat adanya ruas jalan tol yang melintasi hutan lindung, pergerakan satwa liar di kedua ekosistem dapat terputus atau terhambat. Studi ini bertujuan untuk mengkaji prinsip perencanaan dan komponen pengendalian pembangunan agar dapat diimplementasikan, sebagai upaya untuk melakukan konservasi alam dan mitigasi dampak negatif pembangunan terhadap kehidupan satwa liar. Pada kajian ini dijelaskan beberapa kriteria dan komponen pembangunan yang harus dikelola, agar memenuhi prinsip-prinsip perencanaan atau sulan desain memenuhi semua ketentuan yang ada. \u0000  \u0000Kata-kata kunci: jalan tol; ekosistem; satwa liar; konservasi; mitigasi dampak","PeriodicalId":122843,"journal":{"name":"Jurnal HPJI","volume":"264 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128821147","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"RAPID SEISMIC SCREENING PADA JEMBATAN DI KABUPATEN PATI MENGGUNAKAN METODE FILIATRAULT","authors":"I. Taufik","doi":"10.26593/jhpji.v9i1.6440.49-56","DOIUrl":"https://doi.org/10.26593/jhpji.v9i1.6440.49-56","url":null,"abstract":"Abstract \u0000  \u0000Indonesia is a country that has a very high level of vulnerability to earthquakes. However, it is very rare for bridges in rural areas or in sub-districts to be evaluated or screened. As a result, many bridges are prone to damage when seismic earthquakes occur, even though bridges are an important infrastructure for the village for the village's economic progress. This research was conducted with the aim of conducting a quick seismic inspection of the bridge and obtaining a priority order for bridge repair using the Seismic Vulnerability Index (SVI) method. The analysis was carried out on the sample, which consisted of 4 bridges located in Pati Regency. The results of the SVI analysis show that of the 4 observed bridges, the Tanjang Bridge has the highest Seismic Vulnerability Index, so it is recommended that this bridge get the first repair priority. \u0000  \u0000Keywords: earthquake; earthquake prone; bridge; Seismic Susceptibility Index; improvement priority \u0000  \u0000  \u0000Abstrak \u0000  \u0000Indonesia merupakan suatu negara yang mempunyai tingkat kerawanan terhadap gempa bumi yang sangat tinggi. Namun, sangat jarang jembatan-jembatan yang berada di perdesaan atau di kecamatan dievaluasi atau dilakukan screening. Akibatnya, banyak jembatan yang rawan rusak saat terjadi peristiwa gempa bumi seismik padahal jembatan merupakan suatu infrastruktur penting bagi desa untuk kemajuan ekonomi desa tersebut. Penelitian ini dilakukan dengan tujuan untuk melakukan pemeriksaan seismik jembatan secara cepat dan mendapatkan urutan prioritas perbaikan jembatan dengan menggunakan metode Indeks Kerentanan Seismik (SVI). Analisis dilakukan terhadap sampel, yang terdiri atas 4 jembatan yang terletak di Kabupaten Pati. Hasil analisis SVI menunjukkan bahwa dari keempat  jembatan yang diamati, Jembatan Tanjang mempunyai Indeks Kerentanan Seismik yang paling tinggi, sehingga jembatan ini direkomendasikan untuk mendapatkan prioritas perbaikan yang pertama. \u0000  \u0000Kata-kata kunci: gempa bumi; rawan gempa; jembatan; Indeks Kerentanan Seismik; prioritas perbaikan","PeriodicalId":122843,"journal":{"name":"Jurnal HPJI","volume":"36 2 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124965535","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"TEKNOLOGI ZINC CARTRIDGE DAN TI-WIRE SENSOR SEBAGAI TEKNOLOGI PROTEKSI KATODIK DAN PEMANTAUAN KOROSI BAJA TULANGAN BETON PERTAMA DI INDONESIA","authors":"Hadi Gunawan Sonjaya, Rahmita Sari Rafdinal","doi":"10.26593/jhpji.v9i1.6443.31-40","DOIUrl":"https://doi.org/10.26593/jhpji.v9i1.6443.31-40","url":null,"abstract":"Abstract \u0000  \u0000Corrosion of steel rebar in bridge structures is a growing issue worldwide. A pilot research project on corrosion hazards in Indonesia was carried out by employing maintenance technology using sacrificial anode cathodic protection and corrosion monitoring system based on wireless information and communication technology. This paper presents experimental studies on Zinc Cartridge as a concrete repair systems and utilization of Titanium Wire (Ti-Wire) Sensor as a reference electrode in the concrete repair system by applying them to chloride-contaminated concrete exposed to a dry-tropical climate environment. From the reported work, it can be concluded that Zinc Cartridge affords excellent corrosion protection in dry-tropical conditions, and that Ti-Wire Sensor is reliable to be used as a reference electrode for rebar corrosion monitoring in concrete. \u0000  \u0000Keywords: Zinc Cartridge; Ti-Wire Sensor; cathodic protection; corrosion protection; corrosion monitoring \u0000  \u0000  \u0000Abstrak \u0000  \u0000Korosi baja tulangan pada struktur-struktur jembatan telah tumbuh menjadi suatu masalah di seluruh dunia. Suatu kajian awal tentang dampak korosi di Indonesia telah dilakukan dengan menggunakan sistem pemeliha-raan yang menggunakan teknologi proteksi katodik anode korban dengan dilengkapi teknologi pemantauan korosi berdasarkan sistem informasi dan komunikasi secara nirkabel. Makalah ini menyajikan suatu studi eksperimental tentang Zinc Cartridge sebagai sistem perbaikan beton dan pemanfaatan sensor Titanium Wire (Ti-Wire) sebagai elektrode referensi dalam sistem perbaikan beton, dengan menerapkannya pada beton terkontaminasi klorida yang terpapar lingkungan iklim tropis kering. Berdasarkan hasil studi dan pengamatan yang didapat, diperoleh kesimpulan bahwa Zinc Cartridge System mampu memberikan perlindungan korosi yang sangat baik dalam kondisi lingkungan tropis yang kering, dan sensor Ti-Wire dapat diandalkan untuk digunakan sebagai elektrode referensi untuk pemantauan korosi tulangan pada beton. \u0000  \u0000Kata-kata kunci: Zinc Cartridge; Ti-Wire Sensor; proteksi katodik; perlindungan korosi; pemantauan korosi","PeriodicalId":122843,"journal":{"name":"Jurnal HPJI","volume":"38 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132356409","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"OPTIMASI PENGECORAN STAYED CABLE BETON JEMBATAN PULAU BALANG","authors":"Armen Adekristi, Adi Sutrisno, Dhono Nugroho, Sofyan Ramadhani","doi":"10.26593/JH.V7I1.4553.53-68","DOIUrl":"https://doi.org/10.26593/JH.V7I1.4553.53-68","url":null,"abstract":"Abstract Balang Island Bridge is the second longest cable-stayed bridge in Indonesia. This bridge is planned to have 4 traffic lanes with a total length of 971 m. This paper presents the experience of building the main deck of the Pulau Balang Bridge, starting from the challenges of work and optimization, so that the work sequence on this bridge is the fastest in Indonesia. Concrete job mix, equipment arrangement, form traveler design, and detailed calculations on the construction sequence are critical to the success of this project. This study shows that the optimization carried out in the construction of this bridge can shorten the work cycle, from 14 days to 9 days per segment. Keywords: bridge; cable-stayed; optimization; construction sequence; work cycle.  Abstrak Jembatan Pulau Balang merupakan jembatan stayed cable terpanjang kedua di Indonesia. Jembatan ini direncanakan mempunyai 4 lajur lalu lintas dengan panjang total 971 m. Pada makalah ini disajikan pengalaman pelaksanaan pengecoran main deck Jembatan Pulau Balang, dimulai dari tantangan pekerjaan dan optimasi yang dilakukan, sehingga menjadikannya siklus kerja di jembatan inni menjadi yang tercepat Indonesia. Job mix beton, penempatan alat, desain form traveler, dan perhitungan detail pada urutan konstruksi menjadi kunci suksesnya pekerjaan ini. Studi ini menunjukkan bahwa optimasi yang dilakukan pada pembangunan jembatan ini dapat mempersingkat siklus pekerjaan, dari 14 hari menjadi 9 hari per segmen. Kata-kata kunci: jembatan; jembatan stayed cable; optimasi; urutan kosntruksi; siklus pekerjaan.","PeriodicalId":122843,"journal":{"name":"Jurnal HPJI","volume":"46 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-08-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124954452","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"KESESUAIAN PENYEDIAAN INFRASTRUKTUR PADA PENGEMBANGAN KORIDOR EKONOMI INDONESIA","authors":"Igw Samsi Gunarta, W. Santosa, A. C. Sutandi","doi":"10.26593/JH.V7I1.4548.1-10","DOIUrl":"https://doi.org/10.26593/JH.V7I1.4548.1-10","url":null,"abstract":"Abstract The Indonesian Economic Corridor is 1 of the 3 pillars in the Master Plan for the Acceleration and Expansion of Indonesia's Economic Development 2011–2025. This initiative applies the concept of a modern corridor, which divides Indonesia's territory into 6 economic corridors, according to the competitive advantages of each region. This study aims to compare whether the infrastructure planned and built by the Government for each economic corridor is in-line with the expectations of the people who live in that economic corridor. In this study, a survey was conducted to determine the public's perception of the infrastructure needed for the development of an economic corridor. The results are then compared with the infrastructure provision plan that has been and will be developed by the Government. The study shows that there are differences between the infrastructure provided by the Government and those needed by the people in each corridor. Kalimantan Corridor shows the best proportion of supply-demand suitability which provided 3 out of 5 required infrastructures.Overall, there are infrastructures, which are commonly needed to ensure the growth of economic corridor, namely a well-connected transportation backbone, availability of alternative transportation modes and their inter-modal facility, ports with good services, and the availability of high-speed internet networks. Corridors that can be selected as a model for corridor development are the Java and the Bali-NTB-NTT Corridors, because these corridors have a high number of infrastructure suitability and have all the infrastructure needed by each corri-dor. Keywords: economic corridor; infrastructure; infrastructure provision; infrastructure needs; public perception.  Abstrak Koridor Ekonomi Indonesia adalah 1 dari 3 pilar dalam Masterplan Percepatan dan Perluasan Pembangunan Ekonomi Indonesia 2011–2025. Prakarsa ini menerapkan konsep koridor modern, yang membagi wilayah Indonesia menjadi 6 koridor ekonomi, sesuai dengan keunggulan masing-masing wilayahnya. Penelitian ini bertujuan untuk membandingkan apakah infrastruktur yang direncanakan dan dibangun oleh pemerintah untuk setiap koridor ekonomi sesuai dengan harapan oleh masyarakat yang ada di koridor ekonomi tersebut. Pada penelitian ini dilakukan survei untuk mengetahui persepsi masyarakat tentang infrasruktur yang dibutuhkan untuk pengembangan suatu koridor ekonomi. Hasil survei ini selanjutnya dibandingkan dengan rencana penyediaan infrastruktur yang telah dan akan dikembangkan oleh pemerintah. Hasil studi ini menunjukkan bahwa terdapat perbedaan antara infrastruktur yang direncanakan oleh pemerintah dan yang dibutuhkan oleh masyarakat di setiap koridor. Proporsi kesesuaian antara pasokan dan permintaan terbaik terdapat di Koridor Kalimantan, yang mendapatkan pasokan pemerintah berupa 3 dari 5 infrastruktur yang dibutuhkan. Secara keseluruhan, terdapat kesamaan infrastruktur yang benar-benar diperlukan untuk pengembangan suatu kor","PeriodicalId":122843,"journal":{"name":"Jurnal HPJI","volume":"97 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-08-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125139902","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"PENENTUAN PRIORITAS PROGRAM PENANGANAN JALAN KABUPATEN MENGGUNAKAN METODE MULTIKRITERIA DI KABUPATEN KULON PROGO","authors":"Totok Sundoro, S. Utomo, A. Mulyono., Imam Muthohar","doi":"10.26593/JH.V7I1.4552.43-52","DOIUrl":"https://doi.org/10.26593/JH.V7I1.4552.43-52","url":null,"abstract":"Abstract The regency road management program budgeting process is carried out through a series of stages, starting from proposal to budget determination. Common perceptions regarding the basis for determining priorities for regency road management programs are essential so that the budgeting process is fast, directed, and transparent. This study begins with a questionnaire survey of government, community, and academic or researcher repre-sentatives regarding the importance and application levels of the criteria and sub-criteria in determining priorities in Kulon Progo Regency. Survey data, which were analyzed using Importance-Performance Analysis, resulted in criteria and sub-criteria that were modeled using Structural Equation Modeling. The resulting sub-criteria weights are then validated using the Delphi Method. This study produces a readiness criteria weight of 40% and a multicriteria weight of 60%. The weights of the multicriteria compilers are technical 34%, economic spatial 35%, and social geopolitical environment 31%. Keywords: road handling; program priority; regency roads; readiness criteria; multicriteria  Abstrak Proses penganggaran program penanganan jalan kabupaten dilakukan melalui serangkaian tahapan, mulai dari usulan sampai dengan penetapan anggaran. Penyamaan persepsi, mengenai dasar penentuan prioritas program penanganan jalan kabupaten, sangat diperlukan agar proses penetapan anggaran menjadi cepat, terarah, dan transparan. Penelitian ini dimulai dengan survei kuesioner terhadap perwakilan pemerintah, masyarakat, dan akademisi atau peneliti mengenai tingkat kepentingan dan tingkat penerapan kriteria dan subkriteria dalam penentuan prioritas di Kabupaten Kulon Progo. Data hasil survei, yang dianalisis menggunakan Importance-Performance Analysis, menghasilkan kriteria dan subkriteria yang dimodelkan dengan menggunakan Struc-tural Equation Modeling. Bobot subkriteria yang dihasilkan selanjutnya divalidasi dengan menggunakan Metode Delphi. Penelitian ini menghasilkan bobot readiness criteria 40% dan bobot multicriteria 60%. Bobot kriteria penyusun multicriteria adalah teknis 34%, spasial ekonomi 35%, dan sosial lingkungan geopolitik 31%. Kata-kata kunci: penanganan jalan; prioritas program; jalan kabupaten; readiness criteria; multicriteria.","PeriodicalId":122843,"journal":{"name":"Jurnal HPJI","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-08-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126636600","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"PENENTUAN PRIORITAS PROGRAM PENANGANAN JALAN PROVINSI DI PROVINSI KALIMANTAN BARAT","authors":"Rini Afriningsih, S. Utomo, A. Mulyono., Imam Muthohar","doi":"10.26593/JH.V7I1.4549.11-20","DOIUrl":"https://doi.org/10.26593/JH.V7I1.4549.11-20","url":null,"abstract":"Abstract Roads can facilitate the distribution of goods and services so as to improve the welfare of the people in the areas that are traversed or connected by the road. Since the funds held by the government are not proportional to the length of the roads handled, comprehensive criteria are needed to be used in determining the priority of road management programs. The results of this study indicate that the criteria weights for determining the priority of the provincial road handling program in West Kalimantan Province, based on the validation results, are 45% and 55%, for readiness criteria and multicriteria, respectively. Keywords: road; road handling; program priorities; provincial road.  Abstrak Jalan dapat memperlancar distribusi barang dan jasa sehingga mampu meningkatkan kesejahteraan hidup masyarakat di wilayah yang dilewati atau dihubungkan oleh jalan tersebut. Karena dana yang dimiliki oleh pemerintah tidak sebanding dengan panjang jalan yang ditangani, diperlukan kriteria yang komprehensif untuk digunakan dalam penentuan prioritas program penanganan jalan. Hasil studi ini menunjukkan bahwa bobot kriteria penentuan prioritas program penanganan jalan provinsi di Provinsi Kalimantan Barat, berdasarkan hasil validasi, adalah readiness criteria sebesar 45% dan multicriteria sebesar 55%. Kata-kata kunci: jalan; penanganan jalan; prioritas program; jalan provinsi.","PeriodicalId":122843,"journal":{"name":"Jurnal HPJI","volume":"404 8","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-08-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114007940","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"CATATAN TEKNIS TERHADAP STANDAR KRITERIA PEKERJAAN BETON POST-TENSION BERDASARKAN STRESSING RECORD DI JEMBATAN PULAU BALANG DAN JEMBATAN TELUK KENDARI","authors":"Armen Adekristi, Arif Abdur Rohim, Muhammad Rizaldi Perkasa","doi":"10.26593/JH.V7I1.4550.21-32","DOIUrl":"https://doi.org/10.26593/JH.V7I1.4550.21-32","url":null,"abstract":"Abstract Prestressed concrete technology has been growing, both in terms of materials and in terms of equipment technology. From an implementation perspective, it is very important to know the actual stress acting on the tendon, and elongation is generally used to verify the actual stress. However, the calculation of elongation using several assumptions causes differences between theoretical elongation and actual elongation measured in the field. This paper presents the elongation behavior for several types of tendons obtained from the construction of the Pulau Balang Bridge and the Teluk Kendari Bridge. This study shows that for tendons with measured elongations exceed the permitted elongation value, the actual force is verified by lift-off using a mono-jack. Keywords: prestressed concrete; theoretical elongation; measured elongations; bridge; tendon.  Abstrak Teknologi beton prategang telah semakin berkembang, baik dari sisi material maupun dari sisi teknologi alat. Dari sisi pelaksanaan, sangat penting untuk diketahui tegangan aktual yang bekerja pada tendon, dan elongasi umumnya digunakan untuk memverifikasi tegangan aktual tersebut. Tetapi perhitungan elongasi yang meng-gunakan beberapa asumsi menyebabkan sering terjadi perbedaan antara elongasi teoritis dan elongasi hasil pengukuran di lapangan. Makalah ini menyajikan perilaku elongasi untuk beberapa jenis tendon yang didapat dari pembangunan Jembatan Pulau Balang dan Jembatan Teluk Kendari. Studi ini menunjukkan bahwa untuk tendon dengan elongasi aktual yang diukur di lapangan melebihi nilai yang disyaratkan, gaya yang bekerja diverifikasi melalui lift-off dengan menggunakan mono-jack. Kata-kata kunci: beton prategang; elongasi teoritis; elongasi hasil pengkuran; jembatan; tendon.","PeriodicalId":122843,"journal":{"name":"Jurnal HPJI","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-08-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122936252","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}