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All Journal Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Jurnal Teknik Sipil SIKLUS: Jurnal Teknik Sipil Civil and Environmental Science Journal (CIVENSE) JMTS: Jurnal Mitra Teknik Sipil Jurnal Komposit : Jurnal Ilmu-Ilmu Teknik Sipil Jurnal Teknik Sipil
Sumanjaya, Anak Agung Gede
Universitas Warmadewa
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Engineering Environmental Science Transportation

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Perencanaan Tebal Perkerasan Kaku pada Jalan Nuansa Indah Selatan - Cempaka Biru Selatan, Kota Denpasar, Bali Morim, Gruberth Dirk; Sumanjaya, Anak Agung Gede; Aryastana, Putu
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 8 No. 2 (2024)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v8i2.15980

Abstract

Roads are one of the elements that play an important role in determining the development of an area, so it is very important to make a plan for the thickness of the road pavement. In Indonesia, there are generally two methods that are often used to plan the thickness of rigid pavement, namely the American Association of State Highway and Transportation Officials (AASHTO) 1993 and Manual Desain Perkerasan (MDP) 2017 methods. These two methods have several different parameters, where these differences in parameters are adjusted to the regulations that apply in Indonesia. Based on the condition of the existing road which already serves many commercial vehicles, the road can no longer support the load so the road becomes damaged. By looking at the problems that occur, a review is carried out in this planning, such as how to plan the thickness of the rigid pavement based on the AASHTO 1993 method and the MDP 2017 method. How much of the planned budget is needed to plan the thickness of the rigid pavement on the Nuansa Indah Selatan - Cempaka Biru Selatan road, Denpasar City, Bali and compared the two budget plan results to get more economical planning results. After calculating the thickness of the rigid pavement using the ASSHTO 1993 method, we obtained a plate thickness of 36.45 cm, lean concrete of 10 cm, Aggregate Foundation Layer Class A of 15 cm and soil stabilization of 30 cm, and the budget plan required is Rp 8,460,733,187,- whereas with the 2017 MDP method the pavement thickness is 27.5 cm, lean concrete is 10 cm, Aggregate Fondation Layer Class A is 15 cm and soil stabilization is 30 cm with the planned budget required is Rp 6,529,833,757,-. Based on the budget plan results obtained, a good choice to use on this road is to use the 2017 MDP method with a more economical price.
Safety Factor and Settlement Analysis of Borepile Foundation in Warmadewa Gianyar Hospital Building Sinarta, I Nengah; Wisnawa, I Putu Gede Dharma; Sumanjaya, Anak Agung Gede
Civil and Environmental Science Journal (CIVENSE) Vol. 7 No. 1 (2024)
Publisher : Fakultas Teknik Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.civense.2024.007.01.3

Abstract

Building structure planning must be distinct from foundation structure planning. The foundation plays an important role in transferring building loads to the ground. The Warmadewa Gianyar Hospital building consists of 5 floors with a building area of 8323. 471 m2 on a granular soil location where there are three layers of soil types, namely sandy silt soil, silty sand, and sand mixed with rock grains. The Borepile foundation is installed at a depth of 12 m with an N SPT value of 60. This building carries dead loads, live loads, rain loads, wind loads, and earthquake loads. This building will use a bore pile foundation by modeling bore pile piles in GEO5 software to obtain safety factor values and installed reinforcement. Based on the analysis results, the pile diameter used is 450 mm and has a length of 12 m. The analysis obtained the carrying capacity with a safety factor of 2.1> 2 and a maximum settlement of 4.77 mm.
PERENCANAAN PENGENDALIAN SIMPANG DENGAN ALAT PEMBERI ISYARAT LALU LINTAS (APILL) PADA SIMPANG JALAN PULAU KAWE – JALAN PULAU SAILUS, KOTA DENPASAR Aureo Da Costa Belo; Anak Agung Gede Sumanjaya; Putu Aryastana
Jurnal Teknik Sipil Vol 8 No 1 (2024): Jurnal Gradasi Teknik Sipil - Juni 2024
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v8i1.2398

Abstract

Permasalahan di Kota Denpasar adalah persimpangan 3 (tiga) lengan pada Jl Pulau Kawe - Jl. Pulau Sailus yang terletak di Desa Adat Pedungan, Kecamatan Denpasar. Simpang Jl. Pulau Kawe – Jl. Pulau Sailus saat ini menggunakan sistem manajemen pengendalian simpang tak bersinyal dan masih belum efektif dalam mengatasi terjadinya antrean kendaraan yang cukup padat terutama pada waktu – waktu sibuk (peak hour), dikarenakan aktifitas dari pelajar, pegawai dan pedagang negeri/swasta yang mengerjakan aktifitas mengemudi atau berkendara yang melewati persimpangan ini. Kepadatan persimpangan ini, semakin diperparah karena kondisi lingkungan di sekitar persimpangan tersebut merupakan tipe komersial, terdapat pertokoan, rumah makan, dan perkantoran
PENILAIAN KONDISI JALAN MENGGUNAKAN METODE SURFACE DISTRESS INDEX DAN INVENTARISASI KONDISI JALAN BERBASIS SISTEM INFORMASI GEOGRAFIS PADA RUAS JALAN BANDA-NYANGLAN KABUPATEN KLUNGKUNG I Nyoman Sai Santya; Anak Agung Gede Sumanjaya; Putu Aryastana
JMTS: Jurnal Mitra Teknik Sipil Volume 7, Nomor 3, Agustus 2024
Publisher : Prodi Sarjana Teknik Sipil, FT, Universitas Tarumanagara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24912/jmts.v7i3.25274

Abstract

The Banda-Nyanglan road section is a district road link that connects Klungkung Regency and Bangli Regency. This road is often passed by overloaded vehicles which can cause road damage. Conduct a road condition assessment because there is road damage and needs to be handled quickly and precisely. The aim of the research is to identify types of road damage, identify the level of road damage, identify damage management, and inventory road conditions using Geographic Information System (GIS) maps. Primary data and secondary data were used in this study where the primary data was obtained from direct road damage survey data and secondary data was obtained through the PUPR Office of Klungkung Regency in the form of Regency road maps and basic Regency road data. The flow of this research is identifying road damage, recapitulating road damage data, analyzing data based on the SDI method and inventorying road conditions using GIS maps. The analysis results indicate that the road damage conditions on the Banda-Nyanglan section consist of good, moderate, and lightly damaged conditions, with percentages of 28%, 56%, and 16% respectively. The planned road damage management includes periodic maintenance and routine maintenance. Integrating road condition data into a GIS map can facilitate the communication of road conditions in the form of a road network map. Abstrak Ruas jalan Banda-Nyanglan merupakan ruas jalan kabupaten yang menjadi penghubung antara Kabupaten Klungkung dengan Kabupaten Bangli. Jalan ini sering dilalui kendaraan bermuatan lebih yang dapat menyebabkan terjadinya kerusakan jalan. Dilakukannya penilaian kondisi jalan karena terdapat kerusakan jalan dan perlu ditangani secara cepat dan tepat. Tujuan penelitian untuk mengidentifikasi jenis-jenis kerusakan jalan, mengidentifikasi tingkat kerusakan jalan, mengidentifikasi penanganan kerusakan, dan menginventarisasi kondisi jalan menggunakan peta Sistem Informasi Geografis (SIG). Digunakan data primer dan data sekunder pada penelitian ini yang dimana data primer didapat dari survei data kerusakan ruas jalan secara langsung dan data sekunder didapat melalui Dinas PUPR Kabupaten Klungkung berupa peta jalan Kabupaten dan data dasar jalan Kabupaten. Alur penelitian ini yaitu, identifikasi kerusakan jalan, rekapitulasi data kerusakan jalan, analisis data berdasarkan metode SDI dan inventarisasi kondisi jalan menggunakan peta SIG. Hasil analisis menunjukkan bahwa kondisi kerusakan jalan pada ruas Banda-Nyanglan terdiri dari kondisi baik, kondisi sedang, kondisi rusak ringan, dengan persentase berturut-turut 28%, 56%, dan 16%. Rencana penanganan kerusakan jalan yang dilakukan adalah pemeliharaan berkala dan pemeliharan rutin. Inventarisasi data kondisi jalan ke dalam peta SIG dapat memudahkan dalam menginformasi kondisi jalan yang berbentuk peta jaringan jalan.
Penilaian Konsekuensi Beban Lalu Lintas Terhadap Pengurangan Umur Rencana Jalan Ni Kadek Ari Gita Cahyani; Anak Agung Gede Sumanjaya; Putu Aryastana
Siklus : Jurnal Teknik Sipil Vol. 10 No. 2 (2024): Siklus : Jurnal Teknik Sipil
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Lancang Kuning

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31849/siklus.v10i2.15461

Abstract

Jalan Ahmad Yani, Subagan merupakan jalan utama sebagai penghubung kegiatan lokal, wilayah, maupun nasional yang dapat meningkatkan perkembangan pembangunan infrastruktur dan perekonomian di Kabupaten Karangasem. Kendaraan-kendaraan berat sering melintasi jalan ini yang dimana rata-rata memiliki muatan melebihi kapasitas sehingga menyebabkan kerusakan jalan dan memperpendek umur jalan bahkan lebih cepat. Penelitian ini bertujuan untuk mengevaluasi dampak kerusakan yang disebabkan oleh kelebihan beban pada perkerasan jalan serta menganalisis tingkat sisa umur perkerasan. Analisis menggunakan data survei lalu lintas harian rata-rata dari ruas Jalan Ahmad Yani pada tahun 2023, data tahun 2019 sampai 2022 yang diperoleh dari Satuan Kerja Perencanaan dan Pengawasan Jalan Nasional Provinsi Bali, serta data berat kendaraan. Metode AASHTO 1993 digunakan untuk menganalisis akumulasi Equivalent Single Axle Load (ESAL) selama 15 tahun sesuai dengan desain lalu lintas untuk perkerasan lentur. Berdasarkan hasil analisis nilai ESAL rencana pada akhir tahun sebesar 104.567.128,60 ESA sedangkan nilai ESAL overload pada akhir tahun sebesar 231.491.870,12 ESA. Faktor kerusakan jalan pada ruas Jalan Ahmad Yani dengan perbandingan nilai Vehicle Damage Factor (VDF) rencana dengan nilai VDF overload didapatkan kendaraan truk sedang dengan rasio terkecil 1,01% hingga truk berat dengan rasio terbesar 4,16%. Nilai sisa umur layan kontruksi ruas Jalan Ahmad Yani berdasarkan perencanaan nilai Remaining Life (RL) rencana berada diangka 88,83%, sedangkan sisa umur layan perkerasan berdasarkan RL overloading adalah 84,28% atau terjadi pengurangan umur layan sebesar 4,46%. Hal ini menyimpulkan bahwa muatan berlebih merupakan faktor penyebab terjadinya pengurangan sisa umur layanan perkerasan di Jalan Ahmad Yani.
Analisis sisa umur rencana Jalan Baturinggit di wilayah Kubu Karangasem akibat adanya beban berlebih Kadek Yoga Praba Desa; Anak Agung Gede Sumanjaya; Cokorda Agung Yujana
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 13 No. 2 (2024)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.13.2.10280.204-210

Abstract

Baturinggit Road is one of the main routes for shipping goods/materials involving overloaded vehicles. The more vehicles that pass, the greater the load that passes through the road, resulting in road damage. The purpose of this study was to analyze the remaining life of the road design caused by overloaded vehicles. The study was conducted for 3 days, starting from April 15, 2024 - April 17, 2024 at 08.00 WITA - 18.00 WITA on the Baturinggit Road section, Kubu District, Karangasem Regency, Bali Province. Based on the results of the study, it is known that the cumulative Vehicle Damage Factor (VDF) of normal loads during the 10-year Remaining Life (RL) is 10,658,570 ESAL while the cumulative VDF of excess loads during the 10-year RL is 28,727,670 ESAL. Based on calculations using the AASHTO 1993 method, the magnitude of the RL decrease that occurred was 291%, meaning that there was a decrease in RL of 7.45 years so that the percentage of cumulative VDF increase due to overloading was 169.53%. The percentage of vehicles with overloading that caused damage on the Baturinggit Road section included pickup trucks of 30%, light trucks of 59.80%, medium trucks of 119.52%, heavy trucks of 10% and 1.2-2 trailer trucks of 19.08%. The conclusion from the calculation results of the AASHTO 1993 method was a decrease in RL of 291% or equivalent to a loss of road life of 7.45 years from the initial design life. The impact of overloading on medium trucks is the focus of attention because of its very significant contribution to road damage.
Analisis Pengaruh Kondisi Drainase terhadap Kinerja Perkerasan Lentur Menggunakan Metode IKP dan One-Way ANOVA Clever Setiawaty Checi Toffi; Anak Agung Gede Sumanjaya; Ida Ayu Cri Vinantya Laksmi
Jurnal Teknik Sipil Vol 7, No 1 (2026)
Publisher : Institut Teknologi Adhi Tama Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jts.2026.v7i1.8810

Abstract

Jalan merupakan infrastruktur transportasi darat yang berperan penting dalam mendukung mobilitas masyarakat serta distribusi barang dan jasa. Seiring dengan bertambahnya umur pelayanan, beban lalu lintas, serta pengaruh faktor lingkungan, kondisi perkerasan jalan dapat mengalami penurunan kinerja. Salah satu faktor yang dapat mempercepat kerusakan perkerasan adalah kondisi sistem drainase yang tidak berfungsi dengan baik sehingga menyebabkan genangan air pada permukaan jalan. Ruas Jalan Batuyang di Kecamatan Sukawati, Kabupaten Gianyar, Provinsi Bali merupakan salah satu ruas jalan yang menunjang aktivitas masyarakat, namun pada beberapa bagian ruas jalan tersebut ditemukan berbagai jenis kerusakan perkerasan serta kondisi drainase yang bervariasi. Penelitian ini bertujuan untuk menganalisis kondisi perkerasan jalan menggunakan metode Indeks Kondisi Perkerasan (IKP), mengevaluasi kondisi drainase, serta mengetahui hubungan antara kondisi drainase dengan tingkat kerusakan perkerasan jalan. Penelitian dilakukan melalui survei lapangan untuk mengidentifikasi jenis kerusakan perkerasan dan kondisi drainase. Penilaian kondisi perkerasan dilakukan menggunakan metode IKP, sedangkan hubungan antara kondisi drainase dan kondisi perkerasan dianalisis menggunakan uji statistik One-Way ANOVA. Hasil penelitian menunjukkan bahwa nilai IKP berada pada rentang 37 hingga 83 yang menunjukkan kondisi perkerasan dari kategori buruk hingga baik. Hasil uji ANOVA menunjukkan nilai signifikansi sebesar 0,966 (p 0,05) yang berarti kondisi drainase tidak memiliki pengaruh yang signifikan terhadap kondisi perkerasan jalan. Oleh karena itu, pemeliharaan sistem drainase tetap perlu dilakukan untuk menjaga kinerja perkerasan jalan.
MANAJEMEN LALU LINTAS DI RUAS JALAN TEUKU UMAR BARAT DENPASAR BALI Alexander Y. Koli; Anak Agung Gede Sumanjaya; Putu Aryastana
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 14 No 1 (2026): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v14i1.3901

Abstract

Traffic congestion on Teuku Umar Barat Road is attributable to the road's location in the center of Denpasar, where there are very dense concentrations of shops. The purpose of this study is to analyze the performance of the Teuku Umar Barat road section in West Denpasar and to develop alternative solutions to address traffic congestion on the road. The method for calculating road section performance follows the Indonesian Road Capacity Guidelines 2023 to determine free-flow speed, capacity, and performance. The results of the analysis of the performance of the Teuku Umar Barat road section, with a 2/2 TT type of road, experienced performance problems with a degree of saturation value of 1.04, exceeding the road section performance eligibility requirements, which is ≤ 0.85, with the speed of passenger cars used being 26 Km/hour and the travel time used being 0.019 hours. After the implementation of traffic management, namely the implementation of the odd/even road system on the Teuku Umar Barat road from North to South and South to North, starting from the Marlboro intersection to the Gunung Salak intersection, the performance of the Teuku Umar Barat road improved with a decrease in the degree of saturation value to 0.48 and the speed of passenger cars used being 48 Km/hour. The travel time used with a segment length of 500 meters is 0.010 hours. The results of this study are expected to serve as a technical reference for local governments in the planning and management of traffic on urban road sections experiencing high levels of saturation.
Co-Authors Alexander Y. Koli Aureo Da Costa Belo Clever Setiawaty Checi Toffi Cokorda Agung Yujana I Nengah Sinarta I Nyoman Sai Santya Ida Ayu Cri Vinantya Laksmi Kadek Yoga Praba Desa Morim, Gruberth Dirk Ni Kadek Ari Gita Cahyani Putu Aryastana Wisnawa, I Putu Gede Dharma