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Jurnal Teknik Sipil dan Arsitektur
Published by Universitas Tunas Pembangunan Surakarta
ISSN : 28079418     EISSN : 25982257     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Teknik Sipil dan Arsitektur dibentuk sebagai wadah publikasi karya ilmiah dibidang teknik sipil dan arsitektur.
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 350 Documents
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MODEL REGRESI LINIER PENGARUH STANDAR TEKNIS JALAN TERHADAP KECELAKAAN LALU LINTAS PADA JALAN PROVINSI (STUDI KASUS : RUAS JALAN PEMALANG – PURBALINGGA)
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (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.v29i1.2860

Abstract

In the 2016-2021, there were 12 accidents with 22 deaths and 107 injuries on the Pemalang – Purbalingga road section. One of the factors causing accidents is the lack of attention to infrastructure that meets safety aspects. Even though the number of accidents caused by infrastructure is relatively small when compared to the human error (human) and vehicle (facility) factors, serious attention must still be paid. Traffic accidents caused by a lack of road infrastructure are generally caused by an inaccurate road geometric design, poor road surface conditions, lack of visibility and so on. Therefore the research aims to find accident-prone locations, the causes of accidents from the standard values of road technical requirements and accident regression models. The results of this study. Segments that are categorized as accident-prone locations are STA 32+000, 34+000, 36+000, 47+000 and 48+000. Substandard grades will be the cause of traffic accidents based on road technical requirements. The regression model that can be used to predict the number of accidents on provincial roads according to the variables examined in this study is: Y = -2.618 + 0.049 Grade – 0.019 X Slope – 0.008 H Curv – 0.417 V Curv + 0.264 road width + 0.081 condition IRI roads + 0.014 PCI Road Conditions
OPTIMASI WAKTU DAN BIAYA PADA PROYEK BENDUNGAN SELESAI (STUDI KASUS PADA PROYEK PEMBANGUNAN BENDUNGAN BENDO TAHAP 2)
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (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.v29i1.2861

Abstract

The implementation of a project will not be separated from three factors, namely quality, time and cost. Time and cost factors can be calculated carefully and can be optimized. This needs to be done to evaluate the performance of a project, so that it becomes a lesson for the next project. This study aims to measure project performance, create optimal reschedules, optimal crash programs and calculate the time effectiveness and cost efficiency of rescheduling made in the Phase 2 Bendo Dam project. The method used in this study is the earned value and crash program with the data needed in this study is the Budget Plan (RAB), Time Schedule, Project Monthly Reports and Project Financial Reports. Then an analysis of the time and cost performance of the project is carried out, as well as calculating the optimization of alternatives for adding overtime hours and adding labor so that an optimal comparison of time and costs is obtained from the several alternatives. The results of the project performance using the earned value method in terms of costs are more accurate starting from the 18th month to the 25th month, as well as the completion time according to the planned time schedule. Meanwhile, the optimal rescheduling and crash program is adding workers with a cost efficiency of 0.66% of the total cost with a normal duration and time effectiveness of 88 calendar days.
DAMPAK PEMBANGUNAN ABDUL RASYID TOWER TERHADAP PERUBAHAN ARUS LALU LINTAS DI KABUPATEN KOTAWARINGIN BARAT
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (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.v29i1.2867

Abstract

In line with population growth, Pangkalan Bun City has now expanded to include linear pathways or the surrounding area, not only in the city center. This has resulted in the City of Pangkalan Bun having many large trading centers and one of them is the construction of the Abdul Rasyid Tower on Jalan Udan Said in front of the CBI Group head office, Pangkalan Bun, West Kotawaringin Regency, which will result in congestion / attraction of new trips in Pangkalan Bun City. Data collection was carried out by means of a direct survey at the Abdul Rasyid Tower intersection on Jalan Udan Said during peak hours in the morning, afternoon and evening from 06.00 – 18.00 WIB. From the survey results, grouping was carried out on each segment at the intersection and presented in the form of a vehicle table. In calculating the savings analysis using the 1997 Indonesian Highway Capacity Manual and Vissim Software. Traffic performance around the Abdul Rasyid Tower project site at the time prior to construction according to MKJI 1997 calculations, the biggest delay at the afternoon intersection at the first intersection was 7,45 second. The results of the Vissim Software the biggest intersection delay occurred in the morning at the first intersection, which was 7,98 second. Traffic performance around the Abdul Rasyid Tower project site during construction according to MKJI 1997 calculations, the largest intersection delay occurred in the afternoon at the first intersection of 9,47 second. The results of the Vissim Software, the biggest delay at the intersection occurred in the afternoon at the first intersection at 9,89 second. Traffic performance around the Abdul Rasyid Tower project site during post-construction according to MKJI 1997 calculations, the largest intersection delay during the day at the first intersection was 7,78 second. The results of the Vissim Software, the largest delay at the first intersection during the day is 8,21 second.
ANALISIS PROSES PERENCANAAN DAN PENGANGGARAN BELANJA MODAL DPU KOTA SEMARANG TAHUN ANGGARAN 2019
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (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.v29i1.2868

Abstract

Presidential Regulation No. 54 of 2010 concerning Government Procurement of Goods/Services which is relatively more comprehensive is expected to be able to regulate order in the implementation of government procurement of goods and services. The government provides the widest opportunity for small businesses, micro-enterprises and cooperatives to take part in tenders for goods/services procurement work packages. The purpose of this study is divided into 2 (two) which are research stages, namely analyzing the effectiveness of the regional financial performance of the Semarang City Government, analyzing the efficiency of the regional financial performance of the Semarang City Government with variables. The type of research used in this research is research using quantitative methods with SWOT analysis and questionnaire methods, qualitative descriptive analysis by measuring the financial performance of the DPU Semarang City Government through the concepts of effectiveness and efficiency. Measurement is measured through a comparison of actual revenue with revenue budget Based on the results of the analysis using SWOT analysis with IFAS and EFAS scores, it can be seen that the Planning and Budgeting of Capital Expenditures for the DPU for the City of Semarang for the 2019 Fiscal Year is located in Quadrant I. From the calculation of the effectiveness and efficiency of the DPU for the City of Semarang in 2019 it looks effective but not efficient, because it obtained the effectiveness value is 105.53% where the value indicates it is effective, and the efficiency value is 106.7% where the value indicates it is not efficient.
EVALUASI KUALITAS UDARA PADA PEKERJAAN TEROWONGAN PENGAMBILAN (STUDI KASUS K3 PROYEK BENDUNGAN JLANTAH KARANGANYAR) Wijayanto, Ruli; Handoyo, Suryo
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (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.v29i1.2879

Abstract

Angka kecelakaan kerja di Indonesia cukup tinggi, pada tahun 2018 data BPJS menunjukan angka 157.313 kasus, salah satunya kasus kecelakaan kerja pada pekerjaan area ruang terbatas. Pelaksanaan pekerjaan ruang terbatas harus dilaksanakan sesuai dengan standar operasional prosedur keselamatan kerja yaitu pengendalian kualitas udara seperti kandungan O2, CO, H2S, dan gas pemicu ledakan (LEL), dipastikan tidak melebihi nilai ambang batas sesuai peraturan agar terhindar dari accident. Penelitian ini dilakukan di PT Waskita Karya-Adhi Karya, KSO, pada pekerjaan terowongan pengambilan Proyek Bendungan Jlantah yang terletak di kecamatan Jatiyoso kabupaten Karanganyar. Objek yang diteliti sendiri merupakan salah satu pekerjaan konstruksi yang merupakan pekerjaan beresiko tinggi yaitu pekerjaan pembangunan terowong pengambilan yang dikategorikan sebagai ruang terbatas atau confined space. Data-data diperoleh dari data riwayat pengukuran kualitas udara menggunakan alat Gas Detector pada saat pekerjaan galian terowong intake pada rentang waktu November 2020. Hasil pengukuran kadar O2 didalam area kerja menunjukan fluktuasi antara 20,8% – 21% namun tidak signifikan dan masih dalam ambang batas normal 19,5% - 23%. Hasil pengukuran kadar CO selama masa penelitian terdapat beberapa kali peningkatan diatas ambang batas sampai dengan 38 ppm dan 40 ppm dari nilai ambang batas yang diijinkan sebesar 35 ppm. Hasil pengukuran gas H2S dan LEL tidak terdeteksi adanya gas tersebut. Kata kunci: Keselamatan dan Kesehatan Kerja, Kecelakaan Kerja, Terowongan Pengambilan, Bendungan Jlantah
KARAKTERISTIK MORTAR GEOPOLIMER BERBASIS FLY ASH KELAS C DENGAN PENAMBAHAN BORAKS
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (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.v29i1.2895

Abstract

Cement has been widely utilized as a primary material in the construction of structural and architectural elements. The cement factory industry can contribute to 30% of global carbon dioxide emissions. Geopolymers were first introduced by Davidovits in 1979 to represent inorganic polymers produced from geochemistry. Geopolymer materials make use of waste materials such as fly ash as a substitute for concrete binders. In this study, Class C (high calcium) fly ash from the Paiton Power Plant was used. The mix design for geopolymer mortar in this study employed the absolute volume calculation method. Absolute volume calculations are based on the absolute volume proportions of each constituent material within 1 m3. The compressive strength of geopolymer mortar with the addition of 5% borax to the molarity value, the alkali/cementitious ratio showed good performance in the mechanical properties of geopolymer mortar. Alkali/cementitious ratios of 0.3, 0.35, and 0.4 in Class C-based geopolymer mortar with 5% borax addition exhibited good workability, making it suitable for use as a base material in architectural material production.
The WUJUD BANGUNAN ARSITEKTUR BALE SAKENEM: (STUDI KASUS: DESA WISATA PENGLIPURAN, KECAMATAN KUBU, KABUPATEN BANGLI, BALI)
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (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.v29i1.2917

Abstract

Bale Sakenem is one of the many buildings of traditional Balinese architecture which function to accommodate traditional ceremonial activities. Its specific function is to prepare and carry out religious ceremonies for Hindus. Basically, this architectural building has a wall structure that has six pillars or six saka, therefore this architectural bulding is named Bale Sakenem. The contruction ans structure of this building uses wood materials. Bale Sakenem is owned by all residents’ houses in the Panglipuran Tourism Village, Kubu District, Bangli Regency, Bali. Basically, it still maintains itsshape, structure, contruction and ornaments, but there are changes that have occuredin the materials. This reseach uses a qualitative descriptive method with an ase study approach. Research data was obtained from direct observation in the Panglipuran Tourism Village. The research conclusion shows that the materials used in the Bale Sakenem architectural buildings still use wood materials with changes in wood types nowadays.
INOVASI ECO-FRIENDLY SELF COMPACTING CONCRETE MENGGUNAKAN SERBUK CANGKANG TELUR, SERBUK GRANIT, DAN LIMBAH BETON UNTUK MENGURANGI LIMBAH DI INDONESIA Gunarso; Dian Purnamawanti, Dian Arumningsih; Reki Arbianto
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (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.v29i1.3027

Abstract

Perkembangan dunia teknik sipil mengalami kemajuan yang sangat pesat di era society 5.0 dan gencarnya pembangunan infrastruktur di tanah air. Beton SCC merupakan beton yang inovatif yang tidak memerlukan getaran ataupun alat pemadat karna baton SCC dapat memadat sendiri. Banyaknya kebutuhan akan material menyebabkan terjadinya penambangan ilegal yang akan merusak lingkungan. Oleh karena itu, perlu adanya alternatif lain untuk mengurangi eksploitasi alam yang semakin lama akan berdampak buruk bagi lingkungan. Tujuan dari penelitian ini yaitu pemanfaatan serbuk cangkang telur dan serbuk granit digunakan sebagai subtitusi agregat halus, limbah beton digunakan sebagai subtitusi agregat kasar. Material serbuk cangkang telur berasal dari limbah cangkang telur yang telah dihaluskan dan memiliki kandungan kalsium karbonat (CaCO3) tinggi. Dalam proses produksi granit, 30% dari setiap lempengan berubah menjadi lumpur batu. Limbah tersebut sering dimuat ke dalam truk untuk dibawa pergi dan dibuang ke alam. Limbah beton adalah material sisa beton yang sudah tidak terpakai lagi untuk konstruksi.. Hasil pengujian yang dilakukan menunjukan hasil optimum masing-masing inovasi adalah 40% serbuk cangkang telur, 20% serbuk granit dan 20% limbah beton. Okamura dan Ouichi menyatakan bahwa dalam pembuatan beton SCC, agregat halus harus lebih tinggi daripada agregat kasar. Inovasi beton SCC ramah lingkungan menggunakan serbuk cangkang telur, serbuk granit, dan limbah beton mampu menghasilkan kuat tekan >41,4 MPa dan dapat menghemat biaya Rp. 407.739 /m3 dari harga beton SCC tanpa menggunakan inovasi atau setara dengan 25,92 % lebih ekonomis. Kata kunci: Self compacting concrete, beton ramah lingkungan, serbuk cangkang telur, serbuk granit, limbah beton, ekonomis.
PERENCANAAN STRUKTUR KANTOR PHICOS DENGAN SISTIM RANGKA BAJA PEMIKUL MOMEN KHUSUS Rasyiid Lathiif Amhudo
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (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.v29i1.3038

Abstract

Colomadu is the name of a district in Karanganyar Regency, Central Java. Colomadu's economic growth can grow through the goods and services business, tourism, and industry so that an office building is planned in the Colomadu area. Because the location of Colomadu District is not far from the province of Yogyakarta, where earthquakes often occur, an earthquake-resistant building is needed to anticipate a minimum number of casualties and material losses during an earthquake. Therefore, in planning this office, a special moment resisting frame system (SRPMK) is used. The building with the Special Moment Bearing Frame System (SRPMK) is planned with the concept of Strong Column and Weak Beam (strong column and weak beam). This planning aims to plan a building structure that is resistant to earthquake loads that will be received by the structure using a special moment-bearing frame structure system and refers to the applicable requirements in accordance with SNI 2847: 2019. Earthquake loads are reviewed using the spectrum response method and structural analysis is carried out with the help of the ETABS V9.7.4 program. From the planning results, the dimensions of the bondek floor plate thickness of 140 mm, beams B1A 150x400 mm, B2A 200x400 mm, B2B 200x400 mm, B2C 200x400 mm, B2D 200x400 mm, B2E 200x400 mm, B3A 200x500 mm, B3B 200x500 mm, B4A 300x150 mm, B5A 300x150 mm, BS 150x300 mm, and columns KP 150x150 mm, K1A 200x300 mm, K2A 400x550 mm, K3A 450x650 mm, and K4A 350x500 mm.
KEBISINGAN LALU LINTAS PADA SD NEGERI CONTOH MAUMERE DENGAN METODE CoTRN Merdekawati Noralita Soludale, Anastasia; Bhara, Firnimus Konstantinus
Jurnal Teknik Sipil dan Arsitektur Vol 29 No 1 (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.v29i1.3057

Abstract

Kebisingan merupakan suatu bunyi yang kehadirannya dianggap sangat mengganggu. Tindakan penanggulangan harus diambil jika kebisingan di suatu tempat telah melebihi nilai baku mutu yang ditetapkan. Sebuah sekolah membutuhkan lingkungan yang aman dan nyaman untuk melaksanakan proses pembelajaran. SD Negeri Contoh Maumere terletak pada ruas jalan Ahmad Yani di kota Maumere, Kabupaten Sikka, Nusa Tenggara Timur. Lalu lintas yang tinggi di ruas jalan ini dapat menimbulkan kebisingan yang mengganggu proses belajar mengajar di sekolah tersebut. Tujuan penelitian tingkat kebisingan ini dilakukan untuk mengetahui besaran nilai kebisingan di Sekolah Dasar Negeri Contoh Maumere. Metode perhitungan nilai kebisingan menggunakan model perhitungan kebisingan lalu lintas jalan CoRTN. Dari penelitian ini diperoleh hasil bahwa tingkat kebisingan di Sekolah Dasar Negeri Contoh Maumere telah melebihi ambang batas baku mutu yang ditetapkan dalam KEP.48/MENLH/II/1996. Berdasarkan Peraturan Pemerintah Menteri Kesehatan Republik Indonesia Nomor 718 tahun 1987, sekolah yang merupakan tempat pendidikan masuk dalam Zona B dengan rentang nilai kebisingan sebesar 40-50 dBA. Namun berdasarkan hasil penelitian, sekolah tersebut masuk dalam zona D dengan rentang nilai kebisingan sebesar 60-70 dBA. Pencegahan kebisingan dapat dilakukan dengan penambahan vegetasi pada barrier atau penghalang dan penanaman pohon yang dapat memantulkan bunyi akibat kebisingan lalu lintas. Kata kunci: Arus lalu lintas, Kebisingan, Sekolah, Baku Mutu

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