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Tri Wardati Khusniyah
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Jurnal Vokasi Teknik Sipil
Published by Universitas Negeri Surabaya
ISSN : -     EISSN : 30642159     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Electrical & Electronics Engineering Industrial & Manufacturing Engineering Transportation
Jurnal Vokasi Teknik Sipil is aimed at all academics and practitioners in the field of civil engineering, especially applied civil engineering. The Scope of Applied Civil Engineering Journal covers the results of field research, literature studies, application of the method, development of standard operating procedure, and development of civil engineering technology. The journal is issued 3 (two) times a year and min. 5 articles per issue. The research is viewed through macro or micro civil engineering perspectives from various aspects, such as: planning, design, management, operational, production, , human resources, safety, and finance. Focus and Scope : The scope of the article includes: Construction management Structural Engineering Geotechnical Engineering Construction Materials Construction Surveyors Safety and Environmental of construction
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 113 Documents
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PEMETAAN TOPOGRAFI PADA PERUMAHAN ANDALUSIA DUSUN SUCI KECAMATAN MANYAR KABUPATEN GRESIK Muhammad Firdaus Al Farabi
Jurnal Vokasi Teknik Sipil Vol 2 No 3 (2024)
Publisher : Jurnal Vokasi Teknik Sipil

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Abstract

Land surveying is essential in supporting a variety of modern construction projects, including in mapping and positioning housing projects. The measurement technique with the GPS-equipped Total Station allows the collection of accurate coordinate data through the polygon method, which is necessary in residential plot mapping or stakeout. This method includes collecting field coordinate data with Total Station and GPS, then data processing using Civil 3D to produce accurate topographic maps. This study aims to produce topographic maps and stakeout data in Andalusia Gresik housing. Measurements in Andalusia Housing using the Topcon GTS-230N Total Station showed a discrepancy between the measured land boundary and the siteplan map, which was then corrected by cutting roads to maximize land use. One plot measuring 7 x 12 m cannot be pegged because it exceeds the land limit set in the site plan. The elevation results indicate a height difference of ±0.3 m from the road and the existence of a mound as high as ±1.4 m. The resulting topographic map shows one meeting hall and 42 plots of houses of various sizes. Keywords: Land Survey, Total Station, Civil 3D, Topographic Map, and Siteplan
Kombinasi Alat Berat Menggunakan Metode Simpleks Pada Proyek Pembangunan Gedung Wisata Religi Dan Ruang Terbuka Hijau Daffa Andriano Allansyah Allansyah
Jurnal Vokasi Teknik Sipil Vol 2 No 3 (2024)
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Abstract

Development is an opportunity to maximize the economy, one of which is in the tourism sector. The tourism sector plays a major role in all regions including Bojonegoto. One of the tourist developments in Bojonegoro is the construction of a mosque, which is a religious tourist destination and rest area in the western region of Bojonegoro Regency. In the construction project of the religious tourism building and green open space, there are several work items that require heavy equipment assistance in the implementation process. Problems with excavator and bulldozer performance can have a major impact on the productivity and cost of construction projects. Excavation and embankment work on the religious tourism building and green open space construction project requires several combinations of heavy equipment to complete. This research aims to identify the potential to increase efficiency, reduce cycle time, or optimize the use of these heavy equipment, and the selection of heavy equipment combinations can save project costs. The research method uses a quantitative method by optimizing the comparison of heavy equipment costs using the simplex method linear program. The results of the research are the optimal and economical alternative for excavation work using 4 units of excavators and 2 units of bulldozers for backfill work. Keywords: Bulldozer, Excavator, Project, Simplex
PERBANDINGAN TOTAL STATION DENGAN THEODOLIT DALAM PENGUKURAN LUASAN PADA GEDUNG FAKULTAS VOKASI UNIVERSITAS NEGERI SURABAYA Iqbal Mochammad
Jurnal Vokasi Teknik Sipil Vol 2 No 3 (2024)
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Abstract

Pemetaan merupakan bagian pekerjaan yang sangat penting pada bidang pembangunan, khususnya di zaman modern ini. Pemetaan yang pengukurannya langsung dilakukan di permukaan bumi dengan peralatan ukur tertentu seperti total staton dan theodolit. Pada theodolit maupun total station memberikan hasil pengukuran yang akurat dan digunakan dalam pekerjaan yang membutuhkan presisi tinggi, keduanya dilengkapi dengan teleskop, sumbu vertikal dan horizontal, serta lingkaran derajat untuk pengukuran sudut. Metode yang digunakan yakni polygon tertutup karena lokasi pengukuran terdapat suatu bangunan. Penelitian ini bertujuan untuk mengetahui selisih yang dihasilkan alat total station dan theodolit dalam pengukuran luasan gedung Fakultas Vokasi Universitas Negeri Surabaya. Hasil elevasi mengindikasikan selisih dari total station dan theodolit tidak terlalu jauh yakni dengan selisih tertinggi pada titik P7 yaitu X= -445 mm, selisih terkecil sudut X yaitu X= 0 mm, selisih tertinggi dari sudut Y = -436 mm yang terdapat pada titik P10 dan untuk selisih ter kecil sudut Y= 0 mm yang terdapat pada titik P1 hal ini dapat dipastikan juga bahwa total stasion lebih unggul dari pada theodolit.
PENGGUNAAN COPPER SLAG SEBAGAI SUBTITUSI AGREGAT HALUS DAN PENAMBAHAN SIKA VISCOCRETE 8048 PADA HIGH VOLUME FLY ASH SELF COMPACTING CONCRETE (HVFA-SCC) TERHADAP KUAT TEKAN Savira Ayu Candrika; Anggi Rahmad Zulfikar
Jurnal Vokasi Teknik Sipil Vol 3 No 1 (2025)
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Abstract

The concept of Self-Compacting Concrete technology, combined with the use of high-volume fly ash (HVFA), has been proven to enhance the compressive strength of concrete. This increase in strength also be achieved through the utilization of copper slag, a by-product of copper smelting, as a fine aggregate replacement. This research employed an experimental method, creating cylindrical specimens of 150 x 300 mm in laboratory to evaluate the compressive strength of HVFA-SCC and determine the optimum variation of copper slag replacement in fine aggregates, targeting a concrete strength of f’c 30 MPa. Workability was tested using the slump flow and V-funnel methods. Compressive strength data were collected at the age of 14 days after curing in PDAM water. The substitution variations of copper slag were set at 0%, 10%, 20%, and 30% of fine aggregate requirement, while fly ash replaced 50% of cement requirement. The compressive strength tests results inndicated that substitutions of 0%, 10%, and 20% in 50% HVFA-SCC improved concrete strength, with the optimum variation achieved at 20% copper slag, resulting in a compressive strength of 38.57 MPa.
Faktor Penyebab Cost Overrun Pada Proyek Konstruksi di Kota Surabaya Cornelia Larisa Rianti
Jurnal Vokasi Teknik Sipil Vol 3 No 1 (2025)
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Abstract The construction projects in the city of Surabaya are currently experiencing significant growth, both in terms of physical scale and costs. However, in practice, problems often arise when a construction project faces cost overruns during its execution phase. Several factors influence this, including internal and external factors related to the construction work itself. Therefore, each factor needs to be carefully considered or consistently accounted for from the preliminary estimation stage, to anticipate or avoid cost overruns in construction projects. To find solutions to the issue of cost overruns, the value of cost overruns can be minimized in future projects. Furthermore, it is important to identify the main factors causing cost overruns, which can be analyzed from each phase of design, execution, and monitoring of costs and project duration. The factors that trigger cost overruns in construction projects in Surabaya, from the contractor's perspective, include materials, labor, project duration, and cost evaluation. Among these factors, cost evaluation is the primary factor influencing the occurrence of cost overruns in Surabaya. Keywords: Cost, Cost Overrun, Cost Evalutation..
PENILAIAN RISIKO KESELAMATAN DAN KESEHATAN KERJA PADA PROYEK KONSTRUKSI PEMBANGUNAN APARTEMEN DI PANTAI INDAH KAPUK MENGGUNAKAN METODE JSA Miracel Prista Natalia
Jurnal Vokasi Teknik Sipil Vol 3 No 1 (2025)
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Abstract

Abstrak Proyek pembangunan apartemen di Pantai Indah Kapuk melibatkan bangunan bertingkat tinggi dengan 30 lantai, ketinggian 117,9 meter, dan luas total 1106 meter persegi. Proyek ini menggunakan alat berat, yang dapat mengganggu kegiatan konstruksi dan membahayakan pekerja karena material yang berat dan kondisi lingkungan yang tidak dapat diprediksi. Penelitian ini menggunakan data primer dan sekunder. Data primer dikumpulkan melalui kuesioner yang disebarkan kepada responden yang telah ditentukan untuk mengetahui kemungkinan terjadinya kecelakaan dan tingkat keparahan cedera. Data sekunder meliputi informasi dari berbagai sumber seperti jurnal, buku, dokumen perusahaan, dan laporan mengenai metode JSA dan K3. Tujuan dari penelitian ini adalah untuk menilai tingkat risiko pada proyek konstruksi dengan menggunakan metode Job Safety Analysis (JSA). Penelitian ini mengidentifikasi 54 indikator risiko yaitu 17 risiko pada pekerjaan sloof, 19 risiko pada pekerjaan kolom, 18 risiko pada pekerjaan balok dan pelat. Dari hasil analisa tingkat risiko diperoleh risiko tinggi yaitu sebanyak 9 indikator risiko, risiko sedang yaitu sebanyak 11 indikator risiko, risiko rendah yaitu sebanyak 34 indikator risiko. Kata Kunci: risiko konstruksi bertingkat tinggi, analisis keselamatan kerja (jsa), kesehatan dan keselamatan kerja (k3), penilaian risiko dalam konstruksi Abstract   The apartment construction project in Pantai Indah Kapuk involves a high-rise building with 30 floors, a height of 117.9 meters, and a total area of 1106 square meters. The project uses heavy equipment, which can disrupt construction activities and endanger workers due to heavy materials and unpredictable environmental conditions. This study used primary and secondary data. Primary data was collected through questionnaires distributed to predetermined respondents to determine the likelihood of accidents and the severity of injuries. Secondary data includes information from various sources such as journals, books, company documents, and reports on JSA and OHS methods. The purpose of this study is to assess the level of risk in construction projects using the Job Safety Analysis (JSA) method. This study identified 54 risk indicators, namely 17 risks in sloof work, 19 risks in column work, 18 risks in beam and plate work. From the results of the risk level analysis, it was obtained that the high risk was 9 risk indicators, medium risk was 11 risk indicators, low risk was 34 risk indicators.   Keywords: High-rise Construction Risk, Job Safety Analysis (JSA), Occupational Health and Safety (OHS), Risk Assessment in Construction
PENGARUH SUBSTITUSI STEEL SLAG TERHADAP KUAT TEKAN DAN DAYA SERAP AIR PADA PAVING BLOK Nur Silvia Arafik
Jurnal Vokasi Teknik Sipil Vol 3 No 1 (2025)
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The increase in steel industry activity produces waste that is classified as B3 waste (hazardous, toxic, and odorous), so it has the potential to damage the environment. In accordance with Government Regulation Number 74 of 2001 and Government Regulation Number 18 and 85 of 1999, waste from the steel industry must be managed properly through methods such as thermal processes, stabilization, solidification, and chemical, physical, and biological processing to minimize its impact. The research method used is an experimental method with test objects, namely paving blocks made by replacing some of the fine aggregate with artificial fine aggregate from steel slag. This study used steel slag substitution of 0%, 10%, 15%, and 20% of sand, with the aim of determining the effect on compressive strength, water absorption, and the most optimum proportion of steel slag in paving blocks. The results showed that steel slag substitution of up to 10% increased compressive strength and decreased the absorption capacity of paving blocks, with the best results at a proportion of 10%. Exceeding 10%, compressive strength decreased and absorption capacity increased. So, the optimal proportion of steel slag is 10%.
PEMETAAN LOKASI GEDUNG PERPUSTAKAAN DI SURABAYA BERBASIS SISTEM INFORMASI GEOGRAFIS (SIG) Natasya Dellaraety Silalahi
Jurnal Vokasi Teknik Sipil Vol 3 No 1 (2025)
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Surabaya merupakan ibu kota Provinsi Jawa Timur dan kota terbesar kedua di Indonesia. Surabaya juga dikenal sebagai kota pendidikan yang diminati di Indonesia. Pendidikan menjadi kebutuhan dasar manusia untuk mewujudkan impian dan hidup bermasyarakat. Untuk mendukung pembelajaran maka diperlukan fasilitas memadai seperti perpustakaan. Pada penelitian ini bertujuan untuk menghasilkan sebuah peta. Pada peta dapat mengetahui titik koordinat (x,y,z) dari seluruh gedung perpustakaan di wilayah kota Surabaya menggunakan sistem informasi geografis (SIG) yang dapat membantu memetakan lokasi perpustakaan, sehingga masyarakat dengan cepat mengetahui jarak dan informasi tentang perpustakaan yang berada di wilayah kota surabaya.
PERENCANAAN EMBEDDED WALL TIPE SHEETPILE KANTILEVER SEBAGAI PENAHAN TANAH TIMBUNAN DENGAN METODE ANALISIS KESEIMBANGAN BATAS (STUDI KASUS PROYEK XYZ) Muhammad Alhan
Jurnal Vokasi Teknik Sipil Vol 3 No 1 (2025)
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Soil is an important aspect of construction where a building or other construction is built. Therefore, it is very important to maintain soil stability. One effort to stabilize the soil is with reinforcement such as an Embedded Wall. This research aims to determine the dimensions and depth of Sheet Pile erection that are suitable for the XYZ project. This research uses the limit equilibrium analysis method and processing soil data from the correlation of N-SPT results from the XYZ project. This method emphasizes the balance of active and passive earth pressure in the Cantilever Sheet Pile Type Embedded Wall. This plan resulted in a penetration depth of 8.55 meters. The maximum moment obtained from planning is 488.961 kN.m/m. With these results it was also found that Sheet Pile W-600 Class A from Wika Beton could be used in this project.
PENGARUH GRADASI AGREGAT KASAR DAN STEEL SLAG DALAM CAMPURAN BETON SEBESAR 10% TERHADAP MUTU BETON Ica Nur Kumala
Jurnal Vokasi Teknik Sipil Vol 3 No 1 (2025)
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Abstrak Terbatasnya sumber daya agregat alam yang menjadi komponen utama dalam pembuatan beton, serta kebutuhan untuk memanfaatkan limbah industri seperti steel slag yang berpotensi sebagai pengganti agregat kasar. Steel slag mempunyai karakteristik kekuatan serta ketahanan yang baik, namun pemanfaatannya dalam campuran beton masih memerlukan kajian  mendalam, khususnya terkait pengaruh variasi gradasinya terhadap kuat tekan dan porositas beton. Penelitian ini bertujuan buat menganalisis metode  gradasi steel slag menjadi pengganti sebagian agregat kasar dalam campuran beton terhadap mutu beton, khususnya kuat tekan dan porositas. Metode yang dipergunakan ialah pengujian eksperimental di benda uji silinder ukuran 15 x 30 cm menggunakan mutu beton K-225. Hasil penelitian menunjukkan bahwa pengaruh gradasi steel slag terhadap kuat tekan beton dengan penambahan steel slag sebanyak 10% yang bisa mempengaruhi mutu beton tidak terlalu signifikan terhadap kuat tekan namun jika dibandingkan dengan beton tanpa steel slag kekuatannya lebih tinggi, sehingga subtitusi 10% steel slag masih lebih tinggi  dan untuk pengaruh gradasi steel slag  terhadap porositas beton dengan penambahan steel slag 10% menunjukkan semakin besarnya ukuran gradasi kerikil menyebabkan nilai porositasnya semakin tinggi karena ukuran agregat yang lebih besar akan membuat beton memiliki rongga-rongga yang lebih banyak dan menyebabkan penyerapan air nya lebih banyak dari ukuran agregat kasar yang lebih kecil karena kepadatan campuran beton.      Kata kunci: Steel slag, agregat kasar, kuat tekan beton, porositas beton, gradasi material.   Abstract Limited natural aggregate resources which are the main components in making concrete, as well as the need to utilize industrial waste such as steel slag which has the potential to replace coarse aggregate. Steel slag has favorable qualities of durability and strength, but its use in concrete mixtures still requires in-depth study, especially regarding the effect of gradation variations on the porosity and compressive strength of concrete. This study aims to analyze the steel slag gradation method as a partial substitute for coarse aggregate in compositions of concrete on concrete quality, especially compressive strength and porosity. Experimental testing is the technique employed on cylindrical test pieces with dimensions of 15 x 30 cm. using K-225 concrete quality. The findings of the study demonstrated how the addition of 10% steel slag to concrete affected its compressive strength which could affect the quality of concrete was not too significant on the compressive strength but when compared to concrete without steel slag the strength was higher, so that the substitution of 10% steel slag was still higher and for the impact of steel slag gradation on the porosity of concrete with the addition of 10% steel slag indicated that the bigger the size of the gravel gradation caused the porosity value to be higher because the larger aggregate size would make the concrete have more cavities and cause more water absorption than the smaller coarse aggregate size due to the density of the concrete mixture Keywords: Steel slag, coarse aggregate, concrete compressive strength, concrete porosity, material gradation.

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