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All Journal MEDIA KOMUNIKASI TEKNIK SIPIL Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) JMM (Jurnal Masyarakat Mandiri) Jurnal Qua Teknika Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil JMTS: Jurnal Mitra Teknik Sipil Publikasi Riset Orientasi Teknik Sipil (Proteksi) Narotama Jurnal Teknik Sipil Jurnal Teknik Gradien Jurnal Abdiraja Jurnal Teknik Sipil
Anita Intan Nura Diana
Dosen Program Studi Teknik Sipil, Universitas Wiraraja
Religion Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Dentistry Economics, Econometrics & Finance Education Energy Engineering Environmental Science Health Professions Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Nursing Public Health Social Sciences Transportation Other

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Pengaruh Rambu Belok Kiri Ikuti Isyarat Lampu Dan Belok Kiri Langsung (Studi Kasus Simpang Jl. Trunojoyo - Jl. Dipenogoro - Jl.Dr.Cipto Kabupaten Sumenep) firmansyah, Dimaz; Nura Diana, Anita Intan
Jurnal Teknik Sipil Vol 4, No 2 (2023)
Publisher : Institut Teknologi Adhi Tama Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jts.2023.v4i2.5080

Abstract

Berkaitan dengan keselamatan dan kelancaran lalu lintas, banyak kondisi dimana pengguna jalan tidak mampu menjaga keduanya ketika menggunakan jalan bahkan pengaturan lalu lintas pun terkadang tidak mewakili untuk menjaga dua kondisi tersebut secara bersamaan. Banyak sekali ditemukan permasalahan yang berkaitan dengan pelanggaran hukum mulai dari yang ringan hingga berat. Beberpa contohnya adalah ketentuan belok kiri ikuti isyarat lampu dan belok kiri langsung. Ada tiga rambu lalu lintas di Kabupaten Sumenep dimana rambu lalu lintas tersebut masih belum begitu berfungsi asal dimana masih ada pelanggar di tiga titik tersebut yang mengakibatkan kemacetan dan kontrofersi antar pengguna jalan.Tujuan dari penelitan ini merupakan untuk mengetahui pengaruh rambu belok kiri ikuti syarat langsung dan belok kiri langsung pada persimpangan jalan. Rancangan penelitian ini mengacu pada identifikasi masalah, rumusan masalah yang tertera pada BAB 1. penelitian ini mengacu pada kinerja simpang. Metode pengumpulan data yang digunakan dalam penelitian ini termasuk jenis data primer yang dikumpulkan melalui survei, dan data sekunder yang dikumpulkan melalui literatur, MKJI dan pendukung lainnya. Berdasarkan rencana penelitian, analisis data akan dilakukan secara kuantitatif dimana data penelitian yang dikumpulkan akan di analisis untuk mencari pengaruh rambu belok kiri ikuti syarat langsung dan belok kiri langsung pada persimpangan jalan.  
PEMETAAN PRASARANA DAN KONTUR KAMPUS UNIVERSITAS WIRARAJA BERDASARKAN CITRA PENGINDRAAN JAUH Deshariyanto, Dwi; Fansuri, Subaidillah; Diana, Anita Intan Nura
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 11 No 2 (2023): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v11i2.2878

Abstract

Wiraraja University campus from its establishment in 1986 to 2023 has a period of 37 years which has experienced many developments, especially learning infrastructure. The development of infrastructure needs to be mapped to determine the distribution of learning infrastructure on the Wiraraja University campus. The utilization of geographic information system (GIS) technology and the development of infrastructure on the Wiraraja University campus, it is necessary to map the infrastructure and contours on the Wiraraja University campus which will later obtain an overview of the infrastructure. The purpose of the study was to determine the infrastructure map and the percentage of infrastructure to the overall land and contour map of Wiraraja University campus. The research used Google Earth and ArcMap. The research data collection was carried out by field survey and data collection of infrastructure on the campus of Wiraraja University and the research data was carried out by frequency analysis. Land use on the campus of Wiraraja University is divided into the categories of buildings, sports fields, covered and open parking, parks, roads and vacant land. The land area of Wiraraja University campus based on Google Earth images with the digitization method is 22,711.86 m2. The largest land use is used as a building at 37.54%, while the smallest land use is used as a covered parking lot at 1.78%. The elevation of the Wiraraja University campus is between 3.67 - 5.94 m elevation and the highest elevation is 5.94 meters and the lowest elevation is 3.67 meters above mean sea level.
PENDIMENSIAN ELEMEN STRUKTUR DITINJAU DARI DESAIN RANGKA ATAP KAYU, BAJA DAN BAJA RINGAN Fansuri, Subaidillah; Deshariyanto, Dwi; Diana, Anita Intan Nura
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 1 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i1.3304

Abstract

The development of technology has had a huge impact on the world of construction, especially the increasing development of construction, so the development of roof trusses cannot be separated from the role of technological developments and the increasing need for the types of roof truss materials used today. This research was carried out by collecting data obtained from literature study. Design calculations for the roof truss structure to determine the strength of the roof truss rods and a comparison of the roof truss cost budget according to 3 (three) material variations, namely wooden, steel and light steel roof trusses. The construction planning calculations are made in accordance with the Indonesian Steel Building Planning Guidelines (PPBBI), Indonesian Wood Construction Regulations (PKKI) to determine what forces and loads act on wooden, steel and light steel roof frame structures and using the SAP2000 version 14 program to design the shape. light steel roof frame. The type of wood planned for the roof frame structure is class I 8/12 wood with a load of 55.692 kg, the dimensions of the structural beam are 15 x 30 cm, the dimensions of the column structure used are 30 x 30 cm. Rp. 306,599,669.74 for the budget required, planning the WF steel roof truss structure with a profile of 300 x 150 x 6.5 x 9 with a load of 70,899 kg and beam dimensions in the plan of 15 x 30 cm, structural columns with dimensions of 40 x 40 cm. Rp. 38,964,440.84 required budget and for a light steel frame structure with a profile of 75 x 45 x 15 x 6.5 with a load of 27,837 kg and structural beams with planning dimensions of 15 x 30 cm, structural columns with dimensions of 20 x 20 cm. Rp. 245,800,149.27. budget required costs.
PEMETAAN RUTE WISATA RELIGI KABUPATEN SUMENEP Deshariyanto, Dwi; Fansuri, Subaidillah; Diana, Anita Intan Nura
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 2 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i2.3702

Abstract

Religious tourism especially in the mainland Sumenep district consists of Jami‘ Mosque, Asta Tinggi, Asta Jokotole, Asta Katandur, Asta Gumo’, Asta Yusuf, Asta K. Faqih and Asta Buju' Panaongan. Mapping of religious tourism has not been mapped in detail especially the route, distance and travel time from the city centre to the location of religious tourism in the Sumenep district. The purpose of this study is to determine the route, calculate the distance and travel time of religious tourism from the city centre to religious tourism and between religious tourism in the Sumenep district. The nearest religious tourism from the city centre is Jami‘ Mosque by 650 meters and the farthest religious tourism distance from the city centre is Asta Buju’ Panaongan by 31,100 meters, while the fastest travel time from the city centre is Jami‘ Mosque by 3 minutes and the longest travel time from the city centre is Asta Buju’ Panaongan by 44 minutes. The closest path between religious tourism Jami‘ Mosque to Asta high with a distance of 2,700 metres and the furthest religious tourism path between religious tourism Asta Yusuf to Asta Buju’ Panaongan with a distance of 43,825 metres. The fastest travel time from Jami‘ Mosque to Asta tinggi is 8 minutes and the longest travel time from Asta Yusuf to Asta Buju’ Panaongan with a travel time of 77 minutes.
Penggunaan Abu Tempurung Kelapa Dan Kapur Hidrolis Sebagai Bahan Pengganti Semen Pada Mortar Geopolimer Beni Rizky Alfarisi; Anita Intan Nura Diana
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 7 No. 2: September 2024
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v7i2.8661

Abstract

This research aims to find out how to use coconut shell ash and hydraulic lime as a substitute for cement in geopolymer mortar. Geopolymer mortar is a type of mortar that does not use cement at all. Geopolymer is the answer to replacing cement, because cement production has a bad impact, namely that it can damage the environment. CO2 emission gas is not only produced in the process of making cement, but CO2 emission gas is produced when it is used in concrete mixtures. This research method is by comparing precursors, the ratio of precursor to activator. The precursors used in this research were coconut shell ash and hydraulic lime, while the alkali activators used were Sodium Hydroxide (NaOH) and Sodium Silica (Na2SiO3). The use of variations in coconut shell ash precursor with hydraulic lime is 50:50, 60:40, 70:30. Alkali variation of NaOH activator with Na2SiO3 is 50:50, while variation of precursor with activator is 70:30 and 80:20. The treatment method used in this research was in the oven at 60°C and left at room temperature.
ANALISA KINERJA JALUR PEDESTRIAN DI JALAN RAYA UBUD Kariyana, I Made; Pamungkas, Tri Hayatining; Putra, Gede Surya Dwija; Diana, Anita Intan Nura
JMTS: Jurnal Mitra Teknik Sipil Volume 7, Nomor 4, November 2024
Publisher : Prodi Sarjana Teknik Sipil, FT, Universitas Tarumanagara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24912/jmts.v7i4.30369

Abstract

Desa Ubud is a favorite tourist destination, therefore the pedestrian pathway needs to be carefully considered. Specifically, the pedestrian pathway along Jl. Raya Ubud which has a high volume of pedestrian activity, with the left side of the pathway being narrow due to obstacles such as electrical poles. On the other hand, the right side of the pathway is clear and spacious. This research aims to evaluate the level of service on both sides of Jl. Raya Ubud's pedestrian pathway. A quantitative descriptive method was used, following the guidelines of the Highway Capacity Manual (HCM) 2000, with observations and surveys conducted during busy morning (06.00-08.00), noon (11.00-13.00), and evening (16.00-18.00) hours. The analysis revealed that the left side of the pathway had a Level Of Service (LOS) of A in the morning, B in the afternoon, and C in the evening, while the right side maintained an LOS of A throughout. It is recommended that coordination between the Directorate General of Highways and the State Electricity Company be improved to address obstacles on the left side of the pedestrian pathway in Ubud Village. Abstrak Desa Ubud merupakan tujuan wisata favorit, oleh karena itu jalur pejalan kaki perlu diperhatikan dengan baik. Khususnya jalur pejalan kaki di sepanjang Jalan Raya Ubud yang memiliki volume aktivitas pejalan kaki yang tinggi, dengan sisi kiri jalur yang sempit karena adanya penghalang seperti tiang listrik. Di sisi lain, sisi kanan jalur tersebut bersih dan luas. Penelitian ini bertujuan untuk mengevaluasi tingkat pelayanan pada kedua sisi jalur pejalan kaki di Jalan Raya Ubud. Metode deskriptif kuantitatif digunakan, mengikuti pedoman Highway Capacity Manual (HCM) 2000, dengan pengamatan dan survei yang dilakukan pada jam-jam sibuk pagi hari (06.00-08.00), siang hari (11.00-13.00), dan sore hari (16.00-18.00). Hasil analisis menunjukkan bahwa sisi kiri jalan memiliki tingkat pelayanan (LOS) A pada pagi hari, B pada siang hari, dan C pada sore hari, sedangkan sisi kanan jalan memiliki LOS A sepanjang hari. Direkomendasikan agar koordinasi antara Direktorat Jenderal Bina Marga dan Perusahaan Listrik Negara ditingkatkan untuk mengatasi hambatan di sisi kiri jalur pejalan kaki di Desa Ubud.
Perbanding Kuat Tekan Paving Menggunakan Bahan Beton Menurut SNI dengan Bahan Campuran Limbah Las Gas Diana, Anita Intan Nura; Fansuri, Subaidillah
PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 1 No 2 (2019)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/proteksi.v1n2.p57-62

Abstract

Limbah las gas yang ditimbun dan terbuang tidak didaur ulang akan tidak bermanfaat. Peneliti tertarik untuk meneliti limbah las gas sebagai bahan tambahan pembuatan paving  block dengan tujuan menganalisis perbandingan kuat tekan limbah las gas.Penelitian ini menggunakan penelitian percobaan (uji laboratorium). Penelitian menggunakan 4 komposisi campuran limbah las gas dan 1 komposisi control dengan jumlah sampel untuk masing-masing komposisi sebanyak 5 benda uji. Tahapan perbandingan (1PC : 6 PS : 0% sebagai kontrol; 1PC : 6 PS : 15%; 1PC : 6 PS : 30%; 1PC : 6 PS : 45%; dan 1PC : 6 PS : 60%), persiapan alat dan bahan, pembuatan benda uji, pengujian benda uji dan pengolahan data pengujian. Pengujian dilakukan setelah paving block berumur 14 hari.Dari hasil pengujian diperoleh data sebagai berikut: a.) perbandingan selisih rata-rata kuat tekan dari sampel komposisi satu dengan komposisi lainnya, komposisi A dan B sebesar 20.14 kg/cm2, komposisi B dan C sebesar 49.71 kg/cm2, komposisi C dan D sebesar 29.79 kg/cm2, komposisi D dan E sebesar 38.16 kg/cm2, komposisi E dan A sebesar 41.34 kg/cm2 b.)kuat tekan rata-rata untuk masing-masing komposisi secara berurutan sebesar 127.73 kg/cm2, 135.15 kg/cm2, 84.27 kg/cm2, 48.76 kg/cm2, dan 87.98 kg/cm2.
Penggunaan Campuran Serbuk Kerang Lokal Sebagai Pengganti Sebagian Semen Pada Pembuatan Beton Fansuri, Subaidillah; Diana, Anita Intan Nura; Deshariyanto, Dwi
PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 2 No 1 (2020)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/proteksi.v2n1.p15-20

Abstract

Pembangunan menggunakan kontruksi beton memiliki banyak keunggulan dibandingkan material struktur lainnya. Sebagai alternatif untuk memanfaatkan limbah di sekitar lingkungan, maka diperlukan penelitian campuran beton menggunakan material lain. Dalam penelitian ini digunakan kulit kerang, sebagai bahan baku utama dalam pembuatan beton, dengan variasi kulit kerang 10% dan 20%. Penelitian ini dilakukan di laboraturim Fakultas Teknik Universitas Wiraraja Sumenep. Ekperimen pada penelitian ini dilakukan dengan cara membandingkan beton normal fc = 25 Mpa sebagai kontrol, Benda uji tersebut diuji dengan pengujian kuat tekan. Dalam penelitian ini sampel yang akan diuji untuk kuat tekan sebanyak 5 sampel dari setiap masing-masing variasi campuran. penelitian ini menggunakan analisis frekuensi (Distribusi Frekuensi). Dari hasil penelitian yang dieksperimenkan diharapkan mengetahui pengaruh serbuk kulit kerang sebagai pengganti semen terhadap kuat tekan beton. Hasil penelitian menunjukkan beton yang menggunakan penambahan serbuk kulit kerang sebagai pengganti semen mengalami penurunan kuat tekan. Beton normal tanpa penambahan serbuk kulit kerang memiliki kuat tekan karakteristik 20,63 Mpa. Beton dengan serbuk kulit kerang 10% sebagai pengganti semen tersebut memiliki kuat tekan karakteristik sebesar 14,67 Mpa. Beton dengan serbuk kulit kerang 20% sebagai pengganti semen memiliki kuat tekan karakteristik sebesar 13,69 Mpa.
Pengaruh Penggunaan Serbuk Kulit Cangkang Telur Sebagai Subsitusi Parsial Semen Terhadap Kuat Tekan Beton Ashariyanto, Yudi; Diana, Anita Intan Nura; Deshariyanto, Dwi
PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 4 No 2 (2022): Vol. 4 No. 2 (2022)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/proteksi.v4n2.p114-119

Abstract

Concrete is a construction material that is the result of a combination of cement, coarse aggregate, fine aggregate, and water mixed together. The work of making concrete can be added an additional material for the benefit of construction work. In this study, 12 test objects (BU) were made using a mold in the form of a cylindrical diameter of 15 cm and a height of 30 cm. The tests carried out were in the form of testing the compressive strength of concrete at the age of 20 days, data analysis, simple linear regression analysis and hypothesis testing f, t test, significance test. The results showed that the variation of eggshell powder, the percentages of 0%, 5% and 10%, increased with an average value of the compressive strength of concrete by and while the variation of 20% experienced a decrease in the simple regression equation Y = 14210.600 + (- 2,957) from In the equation, the variable (X) is the higher the variation of eggshell powder, the (Y) will decrease the compressive strength obtained.
Analisa Pengaruh Kinerja Mandor Terhadap Kualitas Proyek Konstruksi (Studi Kasus: Proyek Renovasi Villa Pasraman Bhagawan, Jimbaran, Kec. Kuta Selatan Kab. Badung) Kariyana, I Made; Putra, I Komang Alit Astrawan; Ahdan, Alan; Pamungkas, Tri Hayatining; Diana, Anita Intan Nura
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 1 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i1.3537

Abstract

Construction developments in Bali have experienced great progress in recent years, especially in the construction of hotels, resorts and villas. This attracts the interest of many investors to invest in building villas in Bali. An important factor that determines project success is the planning of human resources who are directly involved in project work, especially foremen. One of the projects experiencing delays is the Pasraman Bhagawan Villa Renovation Project. This delay is caused by a focus on the quality of work so that it goes according to plan. Therefore, this study aims to analyze the influence of foreman performance on work quality and the factors that influence it. This research uses data collection methods by distributing questionnaires and multiple linear regression analysis. Based on the analysis results, the R-Square value obtained was 0.949, which means that the foreman's performance influenced 94.9% of the quality of the Pasraman Bhagawan Villa Renovation Project in Jimbaran. Management factors are the most dominant factors influencing project quality with a t count of 4.114. More efficient management of time, resources and budget will help avoid delays and ensure project quality is maintained.
Co-Authors Ach. Desmantri Rahmanto Ahdan, Alan Alvin Ary Setiawan Aryo Wibisono Ashariyanto, Yudi Beni Rizky Alfarisi Darma Jasuli Dewi Yulistiana Andriani Dwi Desahariyanto Dwi Deshariyanto firmansyah, Dimaz Hopid, Hopid I Made Kariyana Ihsabaihaki, Ainur Komalawati, Rohma Moh Harun Moh.Hilson Rahmatullah Mohammad Harun Putra, Gede Surya Dwija Putra, I Komang Alit Astrawan Rillia Aisyah Haris Salsabila, Cindy Subaidillah Fansuri Tri Hayatining Pamungkas WULAN, DEWI SARI Yulia Agustina Zainah, Nor