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INDONESIA
Jurnal Teknik Sipil-Arsitektur
Published by Universitas Jayabaya
ISSN : 14129299     EISSN : 27454738     DOI : https://doi.org/10.54564/jtsa
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Transportation
Jurnal ini menerima naskah asli dari penelitian yang original, artikel tentang kebijakan, dengan cakupan penelitian di bidang teknik sipil dan teknik arsitektur. Scope Jurnal ini sebagai berikut: - Traffic Engineering - Water Resources Engineering, - Construction Management - Structural Engineering, - Geotechnical Engineering, - Transportation Engineering, - Architechture Engineering, - Environmental Engineering.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 140 Documents
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ANALISIS DAMPAK LALAULINTAS ON-OFF RAMP JATIKARYA TERHADAP JALAN TRANSYOGI , CIBUBUR Darmadi; AR Indra Tjahjani
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 18 No. 2 (2019): EDISI BULAN NOVEMBER 2019
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v18i2.2

Abstract

The Cimanggis - Cibitung toll road is part of the development of the Jakarta city ring toll road in accordance with the Government of the Republic of Indonesia program in overcoming traffic congestion in Jabotebek. Cimanggis - Cibitung Toll Road is the second Jakarta toll ring road from Cibitung - Cimanggis - Ciputat - Balaraja. In this segment, Cimanggis - Cibubur has an exit from the Jatikarya toll road, which meets the National Transyogi road in the city of Jatikarya. This Jatikarya Exit toll road will affect traffic behavior on the National Transyogi road, both congestion and vehicle speed. The study of the effect of Jatikarya toll exit is aimed at evaluating the speed, density, traffic volume, V / C ratio parameters that occur both before and after the Jatikarya toll exit operates. The research method used is quantitative method by collecting road geometric data, geometric intersections and traffic data at present 2019 through direct surveys at the study site and related data on the Cimanggis - Cibitung toll road. From the research results, the average velocity value on Transyogi road is 23 km / hr and V / C ratio is = 0.9 during peak hours in existing conditions in 2019. Whereas after the toll road operates, the average speed value on Transyogi road is 32 km / hour and V / C constellation = 0.8 with the condition "do nothing". In "do something" conditions, namely with traffic management carried out mainly on intersections associated with Transyogi roads, namely intersection Kranggan, exit Jatikarya toll road, Ciangsana intersection and tourist city Exit Tol and obtained an average speed of 35 km / h and V / C ratio = 0.7. At 2029 , with "do something" conditions, namely with traffic management carried out mainly on intersections associated with Transyogi roads, namely four-way intersection of Kranggan, exit Jatikarya toll road, Ciangsana intersection and Kota Wisata exit Tol and obtained an average speed of 35 km / h and V/C ratio = 0.97
ANALISIS PENANGANAN BANJIR DAS JATIMULYA: (STUDI KASUS: PERUMAHAN JATIMULYA, BEKASI) Darmojo; Suardi Natasaputra
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 18 No. 2 (2019): EDISI BULAN NOVEMBER 2019
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v18i2.5

Abstract

Jatimulya termasuk wilayah Bekasi dan terletak di Zona Equatorial yang mengalami hujan yang lebat sepanjang tahun. Hujan lebat yang turun secara terus-menerus dengan durasi beberapa hari dapat mengakibatkan banjir besar. Keterbatasan lahan di perkotaan mengakibatkan terjadinya intervensi kegiatan perkotaan pada lahan yang seharusnya berfungsi sebagai daerah konservasi dan ruang terbuka hijau. Penyempitan luas daerah resapan air tidak bisa dihindari sehingga terjadi peningkatan aliran permukaan yang berakibat banjir. Oleh karena itu dilakukan penelitian  dengan tujuan sebagai berikut: (1) Menghitung besarnya debit banjir  yang terjadi di saluran Jatimulya.(2)Menghitung kapasitas kondisi saluran existing.(3) Menganalisis alternatif yang dapat dilakukan untuk mengatasi banjir.  Metoda yang dipakai untuk menelaah banjir Jatimulya adalah : pengumpulan data curah hujan, peta tata guna lahan, peta genangan, peta rupa bumi, data memanjang dan melintang saluran Jatimulya.  Analisis hidrologi dibantu dengan software yang dikeluarkan Subdit PSDA dan analisis hidrolika menggunakan software HECRAS. Analisis curah hujan menunjukkan debit banjir pada segmen hulu-Kali Malang dan Kali Malang Sasak- Jarang masing-masing diperoleh 33.74 m?/s dan 36.93 m?/s, dengan perhitungan kala ulang 25 tahun.  Debit banjir kala ulang 25 tahun segmen Sasak Jarang- Rawa Kalong adalah 37.74 m?/s dan segmen Rawa Kalong-CBL sebesar 58.33 m?/s. Perhitungan kapasitas saluran rencana berurutan keempat segmen adalah  14.8 m² (4m x 3.7 m), 15.3 m² (4.5 m x 3.4 m), 16.0 m² (5 m x 3.2 m) dan 25.8 m² (6 m x 4.3 m), sedang kondisi existing sebesar 4.2 m² (3 m x 1.4 m), 4.5 m² (3 m x 1.5 m), 12 m² (4.3 m x 2.8 m) dan 15 m² (5 m x 3 m). Kesimpulan dari data di atas adalah perlu pembesaran dimensi saluran di setiap segmen.  Dimensi bangunan box culvert Tol (2mx2m), shypon kali malang (2mx2m) dan Jembatan Rawa Kalong (3mx2.4m) tidak mampu mengalirkan debit yang dihasilkan DAS Jatimulya,  sehingga perlu dilebarkan  menjadi   masing-masing 16 m² ( 8m x 2m), 16 m²  ( 8m x 2m)   dan   Jembatan    Rawa    Kalong   menjadi 16.5 m² (5.5 m x 3 m).Peninggian tanggul dan pompanisasi menjadi alternatif yang dianjurkan, karena keterbatasan lahan pelebaran saluran. Pelebaran dimensi box culvert melintang jalan tol sangat sulit dan mahal sehingga disarankan kelebihan debit di alirkan oleh pompa dengan pipa pembuang melintang di atas jalan tol.
PENENTUAN JALUR ANGKUTAN BARANG UNTUK PENURUNAN KEMACETAN DI KOTA SEMARANG Widiyo Subiantoro; AR Indra Tjahjani
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 18 No. 2 (2019): EDISI BULAN NOVEMBER 2019
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v18i2.7

Abstract

Semarang memiliki banyak predikat sebagai kota, dan memiliki karakteristik khusus transportasi. Perjalanan pola di daerah perkotaan di Semarang ditentukan oleh karakteristik penduduk perkotaan di kota Semarang. Penyebaran lokasi tempat kerja atau sekolah yang terletak jauh dari tempat tinggal cenderung menghasilkan masalah untuk transportasi Setiap hari terjadi pergerakan yang dilakukan oleh warga setempat baik menuju kantor tempat bekerja maupun ke sekolahan yang melalui pusat kota yang berdampak pada jalan perkotaan.Tujuan penelitian ini adalah  Penentuan Jalur Angkutan Barang Untuk Penurunan Kemacetan Di Kota Semarang yang dirinci dalam dua kelompok yaitu:1. Membuat model pergerakan arus barang di kota Semarang yang masuk, yang keluar, yang lewat dan yang berada di wilayah perkotaan Semarang.   2. Menyusun  strategi pengelolaan angkutan barang di wilayah perkotaan Hasil penelitian dan pemodelan diharapkan untuk mendapatkan transportasi perkotaan yang efisien dalam kasus kota Semarang. Kasus yang dipilih adalah kota Semarang, yang merupakan kota menengah. Metode penelitian ini adalah survai Lalulintas Harian Rata-rata ( LHR ) di jalan dengan menggunakan surveyor  untuk perjalanan asal-tujuan. Dari matriks asal-tujuan, maka pemodelan menggunakan model transportasi empat langkah akan dilakukan, untuk mendapatkan jaringan jalan terbaik yaitu lancar, lebih dekat dan nyaman bagi pengguma jalan .
PERENCANAAN STRUKTUR GEDUNG HOTEL 5 LANTAI DI DAERAH PANGANDARAN JAWA BARAT MENGGUNAKAN PROGRAM SAP 2000 Fatmawati Oemar; Trah Nugroho
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 18 No. 2 (2019): EDISI BULAN NOVEMBER 2019
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v18i2.12

Abstract

Pangandaran is one of the districts in West Java Province that has a big amount of citizen growth and also various nature potential. Thus, the local Government needs to focus on the development of the district, whether it is a village housing or hotel for tourists. This analysis is aimed to design and calculate a strong and durable construction structure of Hotel Building near to the beach which has strong wind loads and also earthquake/seismic loads. Through this analysis, will be designed a structure by modeling in SAP 2000 program to help to define materials and loads that will be used in this analysis, where the configuration of rebar is the output. The first step is designing the plan and the specification of materials, soil properties, and also component of structure. Then, making a model in SAP 2000 and inputting the working loads to each component of the structure. After getting the value of moments(M), shear (V) and normal (N) loads, calculating regarding the valid standard is the next step. As the result, this analysis shows that the well planned and designed structure is needed in designing and building. With the most concrete rebar ratio are under 0,0025, it is concluded that the reinforced status of the beams are under-reinforced. For column, the ultimate moment value is below the nominal moment multiplied by strength reduction factor. And the slab, the value of rebar ratio is below minimum rebar ratio. Eventually, all types of the slab use the value of minimum rebar ratio.
PERENCANAAN TEBAL PERKERASAN KAKU DI RUAS JALAN TAMAN RAHAYU PADA PROYEK PEMBANGUNAN JALAN TOL CIMANGGIS – CIBITUNG SEKSI 2 KOTA BEKASI Doni Haidar Nur
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 18 No. 2 (2019): EDISI BULAN NOVEMBER 2019
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v18i2.13

Abstract

Rigid Pavement is a type of road pavement that uses concrete as the main material for pavement, is one type of road pavement that is used apart from flexible pavement. Pavement is generally used on roads that have fairly congested traffic conditions and have a large load distribution, such as on inter-provincial roads, toll roads, and at signal intersections. Rigid pavement (Rigid pavement) is used because the implementation is relatively simple except for connections with a planned life can reach 15-40 years lower maintenance costs compared to asphalous pavement.This study aims to calculate the CBR value and calculate the thickness of rigid pavement in Taman Rahayu Road Section.The method used in this research is a case study in the Section 2 Cimanggis-Cibitung Toll Road Development Project by collecting CBR data and traffic data.The results of this study for the planning of road pavement thickness with a planned age of 20 years were 30 cm concrete plates, 10 cm Lean Concrete and 15 cm Aggregate drainage layers.
PERENCANAAN BANGUNAN PENGOLAHAN DI PERUMAHAN PESONA KHAYANGAN MARGONDA DEPOK Eri Setia Romadhon; Albayyinah Putri
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 18 No. 2 (2019): EDISI BULAN NOVEMBER 2019
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v18i2.15

Abstract

Clean water originating from certain water sources usually requires physical, chemical and biological treatment before being distributed to regions. The clean water treatment method most often used is physically and chemically, which consists of intake buildings and water treatment plants. After going through the physical and chemical processes in the treatment building, clean water will be distributed to each house. The first thing to do to plan for a clean water treatment plant is to have a regional layout for the treatment building to be built on and to know what water sources can be used in the area. After that, the plan discharge and available discharge can be found at the water source. Water discharge determines the specifications of pipes and pipe accessories used and can find out the remaining water pressure at each node point. Then it will also be known the height of the tower needed, including the pump power needed for clean water distribution. All of these data will determine the dimensions of the water treatment plant. The results of the planning show that the discharge at the water source is sufficient to be distributed to the Pesona Khayangan housing with Q available = 1106,201 m3 / sec, then Q requirement = 0.00778 m3 / sec..
PENGARUH CAMPURAN BAHAN ADDITIVE KAPUR TOHOR (CaO) DAN FLY ASH TERHADAP STABILISASI TANAH DASAR LEMPUNG Eri Setia Romadhon; Noviana Putri Kosasih; Muhammad Nafhan Isfahani
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 18 No. 2 (2019): EDISI BULAN NOVEMBER 2019
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v18i2.16

Abstract

Clay is a multi-component soil, the soil is shrinking or hard if it has low water content, whereas if the water content is high it will be soft or inflated, plastic and cohesive, experience a development and shrinkage event that takes place relatively quickly so it can endanger a construction. The first step is to find out what the optimum water content value is in the original clay soil in terms of the Atterberg Limits test value and the UCS (Unconfined Compressive Strength) test with different ripening periods using a mixture of fly ash and lime. Based on the results of testing and discussion that has been carried out on silt clay samples stabilized using a mixture of Cretaceous and Fly ash with different compositions, several conclusions are obtained: Properties of soil moisture content = 81.05%, Specific Gravity Original Land = 2.74, Analysis of Grain and Hydrometer Size: Clay = 52.57%, Silt = 43.26%, and Sand = 4.17%. From the results of the Atterberg test for native land, the liquid limit value was 73.17%, and the plastic limit was 42.08% with a plasticity index of 31.09%. So based on the classification of USCS the research soil belongs to the MH-OH symbol group, has moderate to high plasticity and contains mica or diatome elastic silts
PERBANDINGAN BIAYA DESAIN PERKERASAN ASPAL DENGAN UMUR RENCANA PADA PROYEK JALAN BATAS KOTA CILEGON-CIBALIUNG DAN CITEREUP-TANJUNG LESUNG Jimmy Nugroho; Darmadi
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 18 No. 2 (2019): EDISI BULAN NOVEMBER 2019
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v18i2.17

Abstract

Roads are an important infrastructure in supporting economic development in an area. Good quality is prioritized for the safety and comfort of road users. Improvement of the Beru –Cinandang Road Section (STA 0 + 000 - 9 + 410), Pandegelang Regency consists of pavement thickness, and calculation of the budget plan. The methods used include Road Pavement Design Manual Number 02 / M / BM / 2013 and calculating the Cost Budget Plan using the Analysis of Work Unit Price (AHSP) for the Public Works Balitbang 2012 Public Works, from each of the pavement thickness planning results. The research data used include primary and secondary data from the Cilegon-Cibaliung City and Citereup-Tanjung Lesung Boundary Road Reconstruction project. The results of this study are road pavement planning with a road body width of 7 m, planning pavement thickness with Laston and Asbuton with Laston Layer 4 cm thick, Laston layer between AC-BC 6 cm thick, Laston AC Base base layer 16 thick with top foundation in the form of stone broke the class A 30 cm along with the bottom foundation of the selected heap with a thickness of 30 cm and calculated the Comparison of the Budget Plan for 20,989,956,000.
PENATAAN FASILITAS INTEGRASI ANTARMODA DI STASIUN SUKABUMI Sri Yuniarti; Deni Nurdiansyah; Sri Widayatie
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 18 No. 2 (2019): EDISI BULAN NOVEMBER 2019
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v18i2.18

Abstract

Sukabumi Station is a Railway Station located in the center of Sukabumi City and it is alternative choice for people who will travel outside the city. The current condition of Sukabumi Station does not have integration facility that supports passengers to transfers easily. Reflect on that problem above, it is important to analyze pedestrian facilities and parking analysis to improve accessibility from and to Sukabumi Station. Based on the result of the analysis calculation, if can be concluded that the width of the sidewalk of 1.6 meters, where the initial condition of the sidewalk width is only 1.2 meters, so the sidewalk width must be widened. The recomended parking space for motorcycle is 61 parking space unit (PSU), slightly improved from the old condition which could 41 PSU load only. While for car, the parking space facing no problem since the parking space allows to 19 PSU where the current needs just 15 PSU. Therefore it is necessary to adjust the parking space capacity so it can meet the ideal condition. As an addition, the recomendation angle used in parking for car are 90° dan 60°.
ANALISA PERENCANAAN PONDASI BORE PILE SUTET 150 KV TANJUNG BALAI KISARAN Sudarwati; Christofer Casanova Goldstar Panjaitan
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 18 No. 2 (2019): EDISI BULAN NOVEMBER 2019
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v18i2.19

Abstract

Meeting the needs of electricity in today's life is very high. To meet the electricity needs of the PLN community requires a network that is able to reach all areas that require electricity. The PLN network is in the form of an Extra High Voltage Air Line (SUTET) tower by PLN. In writing this final project, I will analyze the bore pile foundation planning for the 150 kv SUTET tower building work Tanjung Balai Kisaran.The research methodology used includes: literature study, data collection in the form of soil data, technical data and top structure data. The data is used to perform calculations and redesign of the foundation so that it will produce the carrying capacity of single piles and groups and finally can determine the reinforcement for pile cap and pedestal foundation.The calculation result of the calculation of the weight of the pile cap / pad, pedestal and soil above the pad is = 30,123 kg, the carrying capacity of a single bore at a depth of 11.20 meters (Qult) = 596.05 tons, the carrying capacity of a single foundation press permit at a depth of 15 m (Qijin) = 36,304.47 kg / 36.3 tons, the carrying capacity of a single foundation tensile permit at a depth of 15 m (Qijin) = 35,286.2 kg / 35.3 tons, the efficiency of the bore pile group with 2 poles is 0.98, The results of the calculation of the bearing capacity of the pile group (Qg) based on the efficiency of Tower 11 = 36.2 tons. For the stability of the foundation obtained compressive load (bore pile) 40.60 tons, lifting load (Uplift) due to the pull of the conductor = 31, 18 tons, the results of calculation of reinforcement of pile cap / Pad are: For reinforcement of X and Y direction: flexural reinforcement used D16 - 150 mm, and shear reinforcement used D16 - 145 mm, and reinforcement of bore pile using reinforcement D12-50 mm for one pole diameter of 600 mm

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