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Teknik Sipil dan Arsitektur
Published by Universitas Tunas Pembangunan
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Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
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Articles 380 Documents
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ANALISIS KESELAMATAN JALAN DENGAN PENDEKATAN AUDIT KESELAMATAN JALAN PADA JALAN LOKAL DI KOTA TEGAL Irsyad, Bani; Putri, Raudina Rilawani; Hadi, Suprapto; Varadinta, Salsabilla; Nazzaya, Muhammad Rifqi
Jurnal Teknik Sipil dan Arsitektur Vol. 29 No. 2 (2024): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v29i2.3845

Abstract

Jalan Sultan Hasanudin – KH. Abdul Ghoni, which is located in Tegal City, Central Java, is a road with a secondary local function which is an alternative way to get to primary roads. By being an alternative road, this road section must meet adequate road safety standards. To improve traffic safety, it is necessary to carry out a road safety audit. This research aims to see the level of road safety in Tegal City, specifically on the Jalan Sultan Hasanudin - Jalan KH section. Abdul Ghoni. The method used in this research is descriptive quantitative obtained from the Hawkeye survey and processed using the Hawkeye processing toolkit software to analyze the data. The research results show that the Sultan Hasanudin – KH. Abdul Ghoni, in the aspect of road equipment facilities, there are 7 road equipment facilities in a damaged condition, in the aspect of the level of road unevenness in the medium category it has a percentage of 45% of the total length of the section, and for the aspect of the transverse slope on the Jl. Sultan Hasanuddin – KH. Abdul Ghoni has not met the standard for the transverse slope of asphalt pavement. Improved safety on the Jl. Sultan Hasanudin carried out further handling and improvements to road equipment and road pavement facilities, so that the Jl. Sultan Hasanuddin – KH. Abdul Ghoni does not have the potential to cause traffic accidents due to deficiencies in road infrastructure or dangerous road conditions.
ANALISIS GEOTEKNIK DAN KESTABILAN LERENG TOWER SUTT PT. PLN (Studi kasus: TW. 203 Pembangunan T/L 150 KV GI KAMBANG – GI TAPAN): ANALISIS GEOTEKNIK DAN KESTABILAN LERENG TOWER SUTT PT. PLN (Studi kasus: TW. 203 Pembangunan T/L 150 KV GI KAMBANG – GI TAPAN) Kukuh Kurniawan Dwi Sungkono; Arbianto, Reki; Pande, Made Eka Prayuda; Gunarso, Gunarso
Jurnal Teknik Sipil dan Arsitektur Vol. 29 No. 2 (2024): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v29i2.3847

Abstract

Slope instability is caused by several lithological and structural factors, slope geometry, relative relief, ground water, as well as changes in use and land cover. Mountainous areas, development and expansion of infrastructure networks can inadvertently cause natural slope shifts, thereby negatively impacting the stability of the excavated slope. Analysis of the geotechnical properties of soil and rock is important for understanding and predicting the possibility of landslides at certain locations. Geotechnical analysis is needed to carry out slope stability analysis which is carried out using GEO5 software. Construction of T/L 150 KV GI Kambang – GI Tapan, Tower TW. 203 with a tower structure at the top of the slope. Based on these conditions, a comprehensive study is needed to analyze the stability of natural slopes due to tower loads. Soil Type, Parameters c' and ?' (Drained), Parameters Cu and ? (Undrained) and soil properties index are based on CPT test results. The Bishop, Spencer, Janbu and Morgenstern-Price methods on natural slopes, tower loads, Natural with Tower+Pile Loads, Natural Slopes with Tower+Pile Loads, Earthquake Loads produce a safe condition against failure in Short-Term (Construction) and Long-Term conditions. Term (Operational). Analysis of the Fellenius method on natural slopes and tower loads in Short-Term (Construction) and Long-Term (Operational) conditions shows unsafe conditions. The safety factors resulting from the Bishop, Spencer, Janbu and Morgenstern-Price methods do not show significant differences in values.
THE SUSTAINABLE CONCEPT DESIGN CONCERNING THE IMPLEMENTATION OF LOW IMPACT DEVELOPMENT IN URBAN AREA Stefanus; Robby Yussac Tallar
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.2841

Abstract

The relationship between water quantity and water quality status in the framework of water resources management was complex and likely to be site-specific, thus the cause-effect relationships between pollutant sources (affluents) and water quality condition remain unclear. The primary principle of Low Impact Development (LID) concept design is to detain and/or hold stormwater for as long as possible and to limit stormwater pollution before it enters major waterbodies. LID methods aim to preserve as much water on-site as feasible while also protecting water quality through the use of natural landscape elements. We also highlighted the results of preliminary data to design for the implementation of LID. The water quantity and water quality status relationship in the framework of water resources management was complex and likely to be site-specific, therefore the cause-effect relationships between pollutant sources (affluents) and water quality condition still need to be clearly quantified. The core concept of Low Impact Development (LID) is to detain and/or retain stormwater as long as possible and to reduce the stormwater runoff pollutions before flowing into main waterbodies. LID components seek to keep water onsite as much as possible and protect water quality using landscape natural features. Therefore, the main objective of this paper was to offer the opportunities of applying LID components in urban area. We also summarized the performances of LID components including the improvement of water quality from previous studies.
ANALISIS KONDISI JALAN BERDASARKAN NILAI IRI (INTERNATIONAL ROUGNESS INDEX) (Studi Kasus: JL IR H Juanda – JL Anoa Kabupaten Tegal) Putri, Zania Septiani; Berlianindya, Fiarentina; Ramadhan, Taufik; Fahriza, Dawam; Hadi, Suprapto
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.3878

Abstract

Jalan merupakan infrastruktur bidang transportasi yang digunakan sebagai prasarana lalu lintas, semakin bagus kondisi jalan pada suatu wilayah maka dapat dikatakan wilayah tersebut mempunyai tingkat kesejahteraan yang tinggi namun kurangnya informasi dan data base kondisi jalan menjadikan beberapa ruas jalan yang rusak tidak dilakukan penanganan lebih lanjut. Tujuan penelitian ini adalah melakukan penilaian kondisi jalan dimana nilai kondisi jalan ini nantinya dijadikan acuan untuk menentukan jenis program evaluasi yang harus dilakukan, apakah itu program peningkatan, pemeliharaan berkala atau pemeliharaan rutin. Manfaat yang akan didapat pada penelitian ini adalah dapat digunakan sebagai bahan acuan bagi pemerintah dan pihak pengelola jalan dalam melakukan penanganan kerusakan jalan dan juga dapat dijadikan sebagai kajian transportasi terkait kerusakan jalan bagi para pembaca. Penulis melakukan analisis kondisi jalan menggunakan mobil hawkeye 2000 milik PKTJ Tegal pada ruas jalan Ir H Juanda sampai ruas jalan Anoa sebesar 2,67 km didapatkan rata rata IRI sebesar 3,21% dengan panjang jalan dalam kategori baik sebesar 1990 pada jalur selatan ke utara dan rata rata IRI sebesar 2,5% dengan Panjang jalan dalam kategori baik sebesar 1890 meter. Rekomendasi penanganan yang tepat berdasarkan nilai IRI adalah dilakukan pemeliharaan secara rutin dan berkala yang sesuai denga umur teknis jalan agar tidak terjadi kerusakan yang parah yang menyebabkan biaya penanganan akan semakin besar
IMPLEMENTASI METODE EARNED VALUE DENGAN LIFE CYCLE COST (LCC) PADA PROYEK PEMBANGUNAN GEDUNG PENDIDIKAN Ni Komang Sintyawati; Wayan Gde Erick Triswandana; Putu Aryastana
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.3894

Abstract

Construction projects are a series of activities that are typically one-time and short-term. Ongoing projects often experience delays, both in terms of completion time exceeding the plan and implementation costs being higher than those projected in the Implementation Budget Plan (RAP). Deviations from the plan must be continuously measured to control costs and time. Ineffective project management is marked by significant deviations in costs and time. The purpose of this research is to evaluate the performance of the Warmadewa University Educational Building construction in terms of cost and time using the Earned Value Method, and to identify solutions to address delays. Additionally, to determine the economic value of a building based on its operational costs throughout its lifespan, Life Cycle Cost (LCC) is used in this study. This research employs a descriptive method with a quantitative approach, utilizing necessary data such as plan drawings, RAB, time schedules, and weekly reports. The performance analysis results show an SPI value of 0.81, indicating that the project is delayed from the planned schedule. Meanwhile, the CPI value is 1, meaning that the work is in line with the planned budget. If project performance remains stable until completion, the estimated total cost (EAC) will match the plan at IDR 23,948,882,427.62. The estimated project time (EAS) is longer than the initial plan, from 380 days to 428 days, indicating an extension of 48 days. Using LCC calculations for the Warmadewa University Educational Building project, the total maintenance cost for wall, floor, and ceiling work is IDR 19,403,342.58.
MODIFIKASI STRUKTUR GEDUNG MONUMEN DAN MUSEUM REOG PONOROGO MENGGUNAKAN KOLOM BULAT Rahmatur, Ramadhani Nida; Rahman, Aulia; Fajarwati, Anisah Nur
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.3912

Abstract

Bangunan tinggi dengan patung Reog seberat 1800 ton di atas gedung sangat riskan terhadap gempa bumi yang mengancam jiwa pengguna gedung. Oleh karena itu, untuk merencanakan bangunan bertingkat tersebut, struktur harus didesain dengan baik dan benar agar tidak terjadi kegagalan saat terjadi gempa. Modifikasi ini meliputi balok, pelat, tangga, dan kolom. Dengan perubahan bentuk kolom persegi menjadi kolom lingkaran. Untuk memaksimalkan fungsi ruang serta kegunaan gedung dilakukan penambahan pelat lantai di lantai 4 dan 8 – 12. Perhitungan struktur beton bertulang menggunakan peraturan SNI 2847:2019 dan pembebanan menggunakan peraturan SNI 1727:2020. Metode yang digunakan dalam modifikasi ini adalah Sistem Rangka Pemikul Momen Khusus (SRPMK) untuk mendapatkan struktur bangunan bertingkat tinggi yang kuat dan aman. Analisis statika struktur menggunakan perangkat lunak Autodesk Robot Structural Analysis (RSAP) Student Version 2021. Diperoleh hasil perhitungan sebagai berikut: Balok 350/700 dengan tulangan longitudinal tarik 8 D29, tulangan tekan 4 D29, tulangan transversal tumpuan D19-100, dan tulangan transversal lapangan D19-200. Balok anak 250/300 dengan tulangan longitudinal tarik 5 D22, tulangan tekan 3 D22, tulangan transversal tumpuan D13-50, dan tulangan transversal lapangan D13-100. Pelat lantai tebal 120 mm, tulangan arah X D13-150, arah Y sebesar D13-150 dan tulangan bagi D13-300. Pelat tangga tebal 130 mm dengan tulangan D16-100. Kolom diameter 1000 mm dengan tulangan utama 18D22, tulangan transversal tumpuan D16-100, dan tulangan transversal lapangan D16-100. Digunakan pondasi bored pile dengan diameter 1000 mm dengan daya dukung tiang tunggal dihasilkan 8.313kN. Tulangan pile cap dihasilkan sebesar D22 – 60.
PAVING BLOK K-200 UNTUK AREA PARKIR MOBIL RECYCLE LIMBAH PAVING LAMA Yuono, Teguh; Hartanto, Tri; Nursetyo, Gatot; Alif Widiyanto, Al Ibra
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.3924

Abstract

Students use private vehicles with the aim of making it easier to mobilize from their residence to the University Campus environment. This influences the intensity of motorists in the university area to be high, so quality road infrastructure is needed so that students can drive comfortably and safely. One way to develop quality road infrastructure is by installing paving blocks. Generally, apart from installation on university roads, paving blocks are installed on sidewalks, pedestrians, parking areas, even in hotel and factory areas. Apart from roads, parking areas also need to be planned using paving. The ease of installation and costs required are considered cheaper and meet the aesthetic aspect because they have various shapes, making the use of paving blocks increasingly popular. The use of paving blocks as road pavement and parking areas is also needed in the Tunas Pembangunan Surakarata University environment. The conventional method of making paving blocks is done using a block tool with a compaction load that affects the energy of the person doing the work. The materials used in making paving blocks are Portland Cement, sand (old/paving waste), and water. In this research, 6 samples were made, with a ratio of 1:3. After 14 days, a press test of the paving was carried out and it was discovered that the new paving (recycled) had a strength of more than K-200 , so it could be used for roads and parking in the UTP Surakarta campus area.. Keyword: recycle paving, pressure test, old paving, K-200, parking
OPTIMASI WAKTU DAN BIAYA PADA PEMBANGUNAN RUMAH SAKIT BRONDONG - LAMONGAN Suryadi, Muhammad Wahyu Suryadi; Antonius, Antonius; Wibowo, Kartono
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.4031

Abstract

Delays in project work can be anticipated by accelerating its implementation, but must still pay attention to cost and quality factors. The delay will certainly have an impact on increasing costs, so that additional costs incurred must be optimized so that they can be minimized and still pay attention to quality standards. The implementation of the construction of the Brondong House - Lamongan includes the construction of a two-story building using the Lamongan Regency APBD. Completion of the construction is expected to be completed on time with an implementation time of 150 (one hundred and fifty) calendar days or 3 months. This study aims to analyze the time and cost of the project using the crashing method with the addition of labor, the overlapping method, and a combined method between crashing with the addition of labor and overlapping, with the aim of analyzing the most optimal time and cost using the crashing, overlapping, and overlapping, crashing alternatives. The data needed in this study are in the form of S-curve data and time schedules, weekly project reports, Budget Plans (RAB). Then a discussion is carried out to determine the time and cost due to acceleration with the addition of labor, overlapping, and a combination of overlapping crashing. The acceleration calculation of the three alternatives can be concluded that the optimal time and cost due to acceleration is by using the combined method of crashing, adding labor and overlapping, obtaining a cost reduction of Rp. 291,484,666.67 from the total normal work cost of Rp. 25,313,105,854.21 to Rp. 25,021,621,187.54 or down 1.152% from the total normal work cost with a reduction in work duration of 49 days from the normal duration of 150 days to 101 days.
EKOWISATA MANGROVE CUKU NYI-NYI SESUAI INDEKS KESESUAIAN WISATA DAN DAYA DUKUNG KAWASAN Kesuma, Mas Achmad Arief Rachmatulah; Herison, Ahmad; Sari, Devi Kurnia; Romdania, Yuda; M, Sefrinta S
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.4082

Abstract

Ekowisata mangrove Cuku Nyi-Nyi adalah ekowisata yang berkelanjutan, namun belum memiliki penilaian terkait kesesuaian wisata dan masterplan. Tujuan penelitian adalah menganalisis secara spasial, Indeks Kesesuaian Wisata (IKW), Daya Dukung Kawasan (DDK), dan masterplan infrastruktur pendukung di ekowisata mangrove Cuku-Nyi-Nyi. Metode yang digunakan meliputi analisis kesesuaian ekowisata mangrove menggunakan metode transek jalur, analisis spasial dengan perangkat lunak analisis spasial, serta analisis kesesuaian masterplan infrastruktur pendukung menggunakan metode supply and demand. Hasil penelitian menunjukkan data transek vegetasi rhizophora apiculata dengan Indeks Nilai Penting (INP) sebesar 249,744 dan rhizophora stylosa dengan Indeks Nilai Penting (INP) sebesar 50,255. Kawasan ini memiliki nilai Indeks Kesesuaian Wisata (IKW) sebesar 2,1 dan nilai Daya Dukung Kawasan (DDK) sebesar 91 orang per hari. Selain itu, penelitian ini juga menghasilkan masterplan infrastruktur pendukung yang direkomendasikan, yaitu sumber daya listrik, selter edukasi, dermaga, jalan beton, musholla, dan kios makanan. Kesimpulannya adalah wilayah ekowisata Cuku Nyi-Nyi memiliki nilai IKW yang masuk dalam kategori sesuai (S2) dan DDK yang masuk dalam kategori aman per hari, serta menghasilkan masterplan dan DED Infrastruktur pendukung.
NORMALISASI LANSKAP KORIDOR SUNGAI MATI CITARUM DENGAN ANALISIS HIDROLOGI (Studi Kasus: Desa Rancamanyar, Kabupaten Bandung) Izzati, Husna; Rustandi, Iing
Jurnal Teknik Sipil dan Arsitektur Vol. 30 No. 1 (2025): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i1.4153

Abstract

The Citarum River is the main river in West Java and serves ecological, economic, and hydrological functions. Unfortunately, the river basin, which is located near residential and industrial areas such as households, agriculture, livestock, and textile industries, has been heavily impacted by pollution. The causes of this pollution include factory waste, sedimentation, garbage accumulation, riverbank clearing, and a lack of public awareness. Efforts to manage the river basin have involved straightening the river body to reduce pollutant accumulation, but this has led to the creation of old river bodies known as dead rivers or oxbows. Oxbows face problems such as waterlogging, poor sanitation, unauthorized land acquisition, and social conflicts. A study was conducted to identify hydrological problems in the oxbow landscape, particularly in Rancamanyar, Baleendah, Bandung Regency. The study used a combination of qualitative data obtained through observation and interviews, as well as quantitative data from rainfall, flow rate, and oxbow storage. Analysis of the data was carried out using descriptive methods, formulas, and software. The study found that the flow entering the oxbow and the level of rainfall affect the flood cycle in the area around the Rancamanyar Oxbow. By calculating estimated planned flood discharge, inflow and outflow discharge, and the maximum capacity of the oxbow, the study determined the ideal span shape of the oxbow cross-section, which serves as the basis for normalizing the landscape of Rancamanyar Oxbow.

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