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All Journal Teknik Sipil dan Arsitektur Syntax Literate: Jurnal Ilmiah Indonesia Jurnal Teknik Sipil dan Arsitektur IJECS: Indonesian Journal of Empowerment and Community Services Journal Of Civil Engineering And Infrastructure Technology
TEGUH YUONO, TEGUH
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Religion Humanities Civil Engineering, Building, Construction & Architecture Education Environmental Science Health Professions Law, Crime, Criminology & Criminal Justice Public Health Social Sciences Other

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Pendampingan Revitalisasi Lapangan Desa Ngabeyan Kecamatan Kartasura Kabupaten Sukoharjo Handoyo, Suryo; Yuono, Teguh
IJECS: Indonesian Journal of Empowerment and Community Services Vol. 1 No. 1 (2020)
Publisher : Universitas Veteran Bangun Nusantara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32585/ijecs.v1i1.790

Abstract

Desa Ngabeyan adalah desa di wilayah Kecamatan Kartasura, Sukoharjo, Jawa Tengah.  Kartasura adalah kecamatan yang mempunyai lokasi strategis sebagai titip pertemuan jalur mobilisasi barang dan manusia.  Jalur Jogya, Semarang dan Solo sebagian besar akan melewati wilayah Kartasura.  Potensi wilayah sebagai titik pertemuan jalur adalah timbulnya potensi strategis wilayah tersebut.  Pertambahan kepadatan hunian dan semakin rapatnya mobilisasi barang dan manusia. Kondisi tersebut akan membawa konsekuensi yang bersifat positif dan negatif yang harus mulai diantisipasi guna kehidupan masyarakat yang lebih baik. Desa Ngabeyan memiliki lapangan Ngabeyan yang merupakan aset sangat potensial karena keberadaan tanah terbuka yang cukup luas di tengah wilayah yang semakin rapat adalah sesuatu yang bernilai.  Perlu ada optimalisasi potensi tersebut sehingga dapat lebih memberi kemanfaatan.  Guna mencapai hal tersebut maka tim pengabdian masyarakat akan melakukan desain lapangan Ngabeyan.  Dengan tujuan agar keberadaan lapangan tersebut dapat lebih bermanfaat dan mudah dalam perawatan.
PERCEPATAN WAKTU DAN OPTIMASI BIAYA PADA PROYEK KONSTRUKSI MENGGUNAKAN METODE CPM (CRITICAL PATH METHOD): (Studi Kasus : Pembangunan Perumahan Griya Sejahtera Colomadu 2, Kabupaten Karanganyar) Lutfi Fahrul Arifin, Muhammad; Nursetyo, Gatot; Yuono, Teguh
Journal of Civil Engineering and Infrastructure Technology Vol 3 No 1 (2024): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v3i1.3544

Abstract

Proyek bangunan perumahan dan bangunan pemukiman (residential construction), adalah suatu proyek pembangunan perumahan atau pemukiman berdasarkan pada tahapan pembangunan yang serempak dengan penyediaan prasarana penunjang. Proyek konstruksi memiliki kendala, antara lain adalah keterlambatan waktu pelaksanaan pekerjaan dan pembengkakan biaya. Tujuan penelitian ini adalah untuk menganalisis durasi waktu yang optimal dan efisien pada proyek pembangunan perumahan menggunakan metode CPM (Critical Path Method). Penelitian ini menggunakan metode Critical Path Method (CPM). Yang dimana data dalam penelitian ini berasal dari jadwal pekerjaan (time schedule) dan rencana anggaran biaya yang dibuat manajemen Pembangunan Perumahan Griya Sejahtera Colomadu 2. Data yang terkumpul dianalisis dengan menggunakan metode CPM lalu dicari dengan jalur / lintasan pekerjaan kritisnya menggunakan jaringan kerja (network planning), setelah diperoleh batas waktu maksimum pekerjaan selanjutnya akan dipercepat menggunakan metode Critical Path Method (CPM). Kemudian untuk analisis optimasi biaya pada penelitian ini, menggunakan metode percepatan dengan alternatif penambahan tenaga kerja. Berdasarkan hasil penelitian didapatkan bahwa proyek Pembangunan Perumahan Griya Sejahtera Colomadu 2 mengalami keterlambatan waktu pelaksanaan pekerjaan dan pembengkakan biaya, yaitu dengan total durasi 242 hari kerja, dan durasi normal pekerjaan kritisnya adalah 190 hari kerja. Hasil perhitungan percepatan dengan alternatif penambahan tenaga kerja memiliki total durasi 152 hari dan memiliki total biaya upah tenaga kerja sebesar Rp 46.993.580,88.
PERENCANAAN PERKERASAN KAKU (RIGID PAVEMENT) RUAS JALAN KARANGASEM, KECAMATAN TANON KM 5+100 – 8+100 DENGAN METODE PD T–14–2003 Susila, Abi Baskoro Hemawan; Yuono, Teguh; Sumina, Sumina
Journal of Civil Engineering and Infrastructure Technology Vol 3 No 2 (2024): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v3i2.4263

Abstract

Tanon District is about 14 Km from the district capital Sragen. The beauty of the Tanon sub-district can be seen from the environment that is still maintained and beautiful, plus the friendliness and wisdom of the local residents. This road is a connecting road between Purwodadi-Gemolong-Tanon-Sidoharjo-Sragen. This road section is an effective route used by heavy vehicles and commercial vehicles from the Sragen area to the Gemolong area because it can shorten the travel time. Therefore on this road section it is necessary to carry out road repairs so that traffic can run well and smoothly. The analysis is carried out in several steps. The first step is to collect CBR (California Bearing Ratio) and LHR (Average Daily Traffic) data. The second step is to calculate the rigid pavement design. After that, the calculation of the thickness of the concrete slab is analyzed using the SNI Pd T-14-2003 method. The results of the calculation analysis for Rigid Pavement Planning for Karangasem Road Section, Tanon District KM 5 + 100 – 8 + 100 Using the PD T – 14 – 2003 method, the calculation results for the subgrade CBR value = 4.5%. The results of the pavement thickness calculation obtained 10 cm thick foundation and 16 cm thick concrete slab. And the calculation of the reinforcement we get longitudinal reinforcement ø9 – 250 mm, transverse reinforcement ø8 – 350 mm, dowel bar spokes ø28 – 450mm, spacing 300mm, length mm, tie bars ø13 – 650 mm, spacing 700 mm
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
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
ANALISIS PERBANDINGAN RENCANA ANGGARAN BIAYA PADA PROYEK DENGAN ANGGARAN BIAYA BERDASARKAN SNI 2023: (Studi Kasus : Pekerjaan Pembangunan Gedung PMI Boyolali) Nursetyo, Gatot; Yuono, Teguh; Amhudo, Rasyiid Lathiif; Mufidati, Rossa Aruma
Journal of Civil Engineering and Infrastructure Technology Vol 4 No 1 (2025): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v4i1.5128

Abstract

The Cost Budget Plan (RAB) is an important step in a project because it is a reference for making an agreement on the payment method and calculation framework that will be announced as well as the estimated costs required. This study aims to compare and obtain more efficient estimation results according to Contractor based on the SNI method. Data collection method used in this final study is by using Secondary data, namely by collecting information on labor and material prices from the Contractor, as well as from the SNI Guidelines. Based on the results of this study, the amount of the RAB for the PMI Boyolali Building Construction Project if based on the price of the implementing contractor for the construction is Rp. 4,431,436,659. Furthermore, RAB amount for the PMI Boyolali Building Project Construction if calculated using the Boyolali Regency unit price analysis in 2023 is Rp. 4,613,231,520. And the work that has a large difference between RAB for Implementation Costs in the PMI Boyolali Building Construction Work and the RAB based on the Boyolali Regency AHSP 2023 is the highest deviation compared to other work descriptions, namely having a total difference of -Rp. 94,935,992.04, namely in the job description: concrete work (structural), concrete work (non-structural), wall work, plastering work, ceramic and floor work, and sanitation work
Analysis of Planned Flood Discharge in the Grompol Watershed Wulandari, Aprilia Indah; Mulyandari, Erni; Yuono, Teguh
Syntax Literate Jurnal Ilmiah Indonesia
Publisher : Syntax Corporation

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36418/syntax-literate.v9i12.17130

Abstract

The Grompol watershed is one of the sub-watersheds of Bengawan Solo located in Karanganyar Regency and Sragen Regency. When the intensity of rainfall is high, the area downstream of the Grompol River often floods to cause many losses. Therefore, analyzing the planned flood discharge as a reference in flood control efforts is necessary. This study aims to identify the most common problems in the Grompol River flow, identify flood points in the Grompol River and its countermeasures, analyze the size of the Grompol Watershed using QGIS 3.10.6 Software, and calculate the amount of planned flood discharge in the Grompol Watershed. The method in this study is the Nakayasu Synthesis Unit Hydrograph Method, with a repeat period of 25 years. The analysis stage begins with conducting a location survey and interviews and then conducting a planned flood discharge analysis. Based on the results of the research, it was found that the problems that occur a lot in the Grompol River flow are sediment, organic waste, and inorganic waste, as well as streams that have been flooded at 4 points out of 31 survey locations, namely in the settlements around the Gedangan Lor Bridge, Gading Grompol, Gantung Kedusan, and Pringanom, where flood control efforts are dominated in the form of community service, an area of the Grompol watershed is obtained using Software QGIS 3.10.6 is 164,95 km2 while for flood discharge for the 25-year recurrence period using the Nakayasu Synthetic Unit Hydrograph Method of 623,32 m3/s.
Co-Authors Alif Widiyanto, Al Ibra Erni Mulyandari Gatot Nursetyo Lutfi Fahrul Arifin, Muhammad Mufidati, Rossa Aruma Rasyiid Lathiif Amhudo Sumina Sumina Suryo Handoyo Susila, Abi Baskoro Hemawan Tri Hartanto Wulandari, Aprilia Indah