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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 380 Documents
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ANALISIS KEBUTUHAN MATERIAL PADA PEKERJAAN STRUKTUR KOLOM DENGAN METODE KONVENSIONAL Alfianarrochmah, Ilma; Putra , Rendi Maysa
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): 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.v31i1.5342

Abstract

In infrastructure development, it is important to plan material requirements for column structure work. Columns are important elements in bearing the loads they receive, so accurate concrete volume calculations will ensure the columns have the required strength and stability in accordance with SNI 2847:2013 standards [1]. Columns are vertical structural elements in buildings that function to withstand vertical loads and channel them to the foundation [2]. The quality of a building structure depends on the accuracy of material requirement calculations. Errors in calculations can result in significant financial and material losses. Therefore, a study will be conducted related to the analysis of column material requirement calculations for elementary school buildings. The purpose of this study is to analyze the material requirements for floors 1, 2, and 3 and to identify the implementation methods used in column work for the Joglo Elementary School Building Construction. This study applies a quantitative descriptive method. Calculation of column work volume requirements was carried out manually as a learning experience. The results of this study are the total requirement for column reinforcement on the 1st floor; 19,635.9 kg, floor 2; 17,407.6 kg, and floor 3; 17,566.8 kg. Column formwork requirements on the 1st floor; 644 m2, 2nd floor; 546 m2, and 3rd floor; 553 m2. Column casting requirements for 1st floor; 67.30 m3, 2nd floor; 57.06 m3, and 3rd floor; 57.79 m3. The method of implementing column work in this project includes reinforcement work, formwork, casting, dismantling of formwork, and column concrete maintenance.
ALOKASI AIR BAKU DAS PAKIJANGAN DI KABUPATEN BREBES Ikhwanudin; Afifah, Risdiana Cholifatul; Husodo, Ibnu Toto; Wardani, Agustina
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): 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.v31i1.5405

Abstract

The Pakijangan River Basin in Brebes Regency plays a critical role in supplying raw water for domestic, agricultural, and environmental needs. However, the absence of continuous streamflow records and increasing pressure on water resources pose significant challenges to effective management. This study aims to quantitatively estimate water allocation within the basin through a water balance approach. The methodology includes field surveys of existing conditions, analysis of water demand and availability, and water balance simulation using the RIBASIM (River Basin Simulation) model integrated with the Sacramento rainfall-runoff method. Rainfall data were obtained from two representative manual stations: Klampok and Slatri. Simulation results indicate that the Pakijangan Basin remains in surplus throughout the year, with dependable flow sufficient to meet all domestic and non-domestic water demands. With a distribution efficiency indicator (K factor) of 1, the basin even has the capacity to supply neighboring basins (Pemali River Basin) at a rate of 0.1 m³/s. These findings serve as a valuable foundation for sustainable, equitable, and efficient water resource planning and management in the region
PRODUKTIVITAS BONGKAR MUAT MODA ANGKUTAN BARANG di PERGUDANGAN KOTA PAREPARE Hidayat, Rahmat; Hakzah Hakzah; Andi Bustan Didi
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): 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.v31i1.5477

Abstract

Logistics operations, particularly loading and unloading (L/U) activities within warehouses, constitute critical components of the supply chain. Parepare City, a logistics hub in Indonesia, faces operational challenges including prolonged waiting times and facility constraints, leading to goods congestion and diminished L/U productivity. This study aims to characterize warehouse facilities and freight transport modes while quantitatively measuring cargo handling productivity. Employing a mixed-methods approach, data were collected via field observations (including timed L/U cycles), questionnaires, and documentation across four mechanized warehouses (three commercial, one steel material facility). Multiple linear regression analysis (SPSS v.26) was applied. Field measurements revealed peak productivity at the steel warehouse (51 pieces/minute, negligible waiting time), contrasting with significant variability and extended waiting periods (e.g., 119 minutes) observed in commercial warehouses. Regression analysis identified the quantity of goods (X1), equipment performance (X2), and L/U time (X3) as statistically significant predictors of productivity (Y). The strongest model (R² = 79.5%) was derived for the steel warehouse. The study concludes that strategic investment in mechanical handling equipment and enhanced scheduling protocols are imperative to mitigate waiting times and elevate overall productivity. Its novelty resides in addressing a significant gap in the regional logistics literature through an empirical focus on Parepare's unique warehouse operations.
STUDI KINERJA SIMPANG JALAN PAROS MAMUJU – KALUKKU – JALAN AKSES BANDARA TAMPA PADANG Imam, Imam Wardani; T, M. Nashir; Kasmaida, Kasmaida
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): 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.v31i1.5533

Abstract

The significant growth in the number of vehicles in Mamuju Regency, West Sulawesi, along with the development of infrastructure such as Tampa Padang Airport and Belang-Belang Port, creates the potential for traffic congestion, especially at the intersection of Jl. Poros Mamuju-Kalukku-Jl. Tampa Padang Airport Access. This study aims to analyze the existing conditions and performance of traffic movements at the unsignalized intersection based on the Indonesian Road Capacity Guidelines (PKJI) 2023. The method used is a quantitative approach through a seven-day traffic survey during peak hours. Data collected included traffic volume, intersection geometry, and environmental conditions around the intersection. Analysis using the Indonesian Road Capacity Guidelines (PKJI) 2023 was conducted on the intersection capacity, and intersection performance. The results showed that the peak hour of vehicles occurred on Monday, May 19, 2025 at 07.00-08.00 a.m. The volume of vehicles was 1111 vehicles / hour or 612.6 smp / hour with a degree of saturation (Dj) 0.20, delay (T) 6.8, queue opportunities (Pa) 2-9%. And on Sunday May 25, 2025 at 10:00-11:00 am, the volume of vehicles was 638 vehicles / hour or 412 smp / hour with a degree of saturation (Dj) 0.14, delay (T) 5.9, queue opportunities (Pa) 1-6%. Performance assessment based on PKJI 2023 parameters provides an overview of the traffic service of the intersection in the level of service (LOS) B category, which means that the traffic flow conditions are good.
PENGARUH PENAMBAHAN SERAT KULIT DURIAN DAN PECAHAN KACA TERHADAP KEKUATAN TEKAN PADA BETON RINGAN Jonathan Glaudio Sitorus; Prabowo, Yudi Setio
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): 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.v31i1.5548

Abstract

Beton ringan banyak digunakan dalam konstruksi karna beratnya yang ringan, namun kelemahan utamanya terletak pada kuat tekan yang rendah. Inovasi diperlukan untuk meningkatkan sifat mekaniknya sekaligus memanfaatkan limbah ramah lingkungan. Penelitian ini bertujuan untuk menganalisis pengaruh penambahan serat kulit durian (sebagai pengganti agregat kasar) dan pecahan kaca (sebagai pengganti agregat halus) terhadap kuat tekan dan workability beton ringan. Metode yang digunakan adalah eksperimental laboratorium dengan membuat benda uji kubus 15x15x15 cm. Variasi campuran terdiri dari beton normal (kontrol), serta dua variasi beton modifikasi: Variasi 1 (substitusi 2% kulit durian dan 4% pecahan kaca) dan Variasi 2 (substitusi 3% kulit durian dan 5% pecahan kaca). Hasil pengujian menunjukkan bahwa nilai slump beton modifikasi turun menjadi 9 cm dari 10 cm pada beton normal, mengindikasikan penurunan workability. Hasil uji kuat tekan pada umur 7 hari membuktikan bahwa beton normal mencapai kuat tekan rata-rata 5,40 MPa. Sementara itu, kuat tekan pada Variasi 1 dan Variasi 2 masing-masing hanya sebesar 3,00 MPa dan 3,20 MPa. Disimpulkan bahwa penambahan serat kulit durian dan pecahan kaca menyebabkan penurunan pada workability dan kuat tekan beton ringan, meskipun Variasi 2 dengan komposisi substitusi lebih tinggi menunjukkan nilai kuat tekan yang sedikit lebih baik.Kata kunci: Beton ringan, Kulit durian, Pecahan kaca, Kuat tekan, Workability.
ANALISIS RENCANA ANGGARAN BIAYA PADA PROYEK PENINGKATAN SALURAN SEKUNDER IRIGASI ALEBBONG KABUPATEN SIDENRENG RAPPANG Muh Yusuf Mubarak; Sulfanita, Andi; Didi, Andi Bustan; Muhammadiah, Muh Jabir
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): 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.v31i1.5558

Abstract

This study discusses the importance of managing the cost budget in construction projects that must be planned efficiently and effectively, so that project implementation can meet the main requirements, namely cost, time, and quality. The Alebbong Irrigation Area has an area of 20 Ha, but often experiences damage such as landslides so that channel repair and rehabilitation are required. This research method uses a RAB calculation analysis that refers to the need for secondary channel work and complementary buildings at the project site. The data used includes labor requirements, wages, and material costs calculated based on applicable standards. The results of the study show that the total RAB for the work is Rp 457,757,860.26 consisting of channel work and Tapping I and II work with a total volume of 2,675.503 m^3 which is rehabilitated. From this study, the cost budget plan is quite significant between the results of the RAB calculation analysis of previous studies. Therefore, it is recommended that before conducting the RAB analysis, complete data and more detailed planning drawings are needed so that the cost estimation results are more accurate.
ANALISIS STABILITAS LERENG DINDING PENAHAN TANAH MENGGUNAKAN SOFTWARE GEO5 PADA AKSES JALAN PLTMH LAMPUNG Yuono, Teguh; Arumningsih , Dian; Reki Arbianto; Kasih, Mutiara; Fakiq, Thoha
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): 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.v31i1.5591

Abstract

Micro Hydro Power Plant (PLTMH) is one of the solutions in meeting the needs of renewable energy, especially in remote areas that have abundant water resource potential. This study aims to analyze slope stability and analyze the budget plan for building a retaining wall with a cantilever wall or gravity wall type. The method used in this study is using GEO5 software and calculating the budget plan (RAB). The results of this study using retaining wall analysis using GEO5 Software with the Cantilever Wall type get the Safety Factor results: 1.87> 1.10, the results of retaining wall analysis using GEO5 Software with the Gravity Wall type get the Safety Factor results: 2.03> 1.10. And the results of the RAB recapitulation using the Cantilever Wall type compact the results: Rp 6,469,724,186, and the results of the RAB recapitulation using the Gravity Wall type compact the results: Rp 2,445,607,393. So the most efficient RAB result is using the Gravity Wall type.
PENGARUH SUBSTITUSI ABU SEKAM PADI PADA SEMEN DAN ABU BONGGOL JAGUNG PADA AGREGAT HALUS TERHADAP KUAT TEKAN DAN KUAT LENTUR BETON Alwi, Salma; Dhiva, IGN Aditya; Megawati; Sudibyo, Anung; Prihatin, Kukuh
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): 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.v31i1.5630

Abstract

This study aims to investigate the effect of rice husk ash (RHA) as a partial replacement of cement and corn cob ash (CCA) as a partial replacement of fine aggregate on the compressive and flexural strength of concrete at 28 days. The concrete was designed with a target strength of 20 MPa. RHA was used at 6% by weight of cement, while CCA was varied at 4%, 5%, 6%, and 7% by weight of fine aggregate. Testing was performed using cylindrical specimens for compressive strength and beam specimens for flexural strength at 28 days. The control concrete (without additives) had a compressive strength of 10.191 MPa. The addition of 6% RHA and 4% CCA increased compressive strength to 13.135 MPa, rising to 13.531 MPa at 5% CCA, and reaching a peak of 13.701 MPa at 6% CCA, an increase of 34.4% compared to the control. However, at 7% CCA, compressive strength decreased to 12.059 MPa. For flexural strength, the control concrete reached 3.081 MPa, while the highest value of 3.595 MPa was obtained at 7% CCA, an increase of 16.7%. The results indicate that RHA and CCA can improve the mechanical properties of concrete, with different optimum percentages for compressive and flexural strength Keyword: Concrete, Rice husk ash, Corn cob ash, Compressive strength, Flexural strength
EVALUASI SKENARIO MANAJEMEN LALU LINTAS PADA U-TURN JALAN TEUKU UMAR DENGAN METODE ANALYTIC HIERARCHY PROCESS Michael; Salsabila, Laira; Khanza, Ayu Kamila
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): 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.v31i1.5659

Abstract

Jalan Teuku Umar is main road segment in Bandar Lampung city that has a crucial role to support the mobility and economic activity. However, high traffic volume and U-Turn existence can contribute to traffic jam which may decrease the performance of the traffic. This study aims to evaluate the traffic management scenarios, which can be applied on Jalan Teuku Umar, using Analytic Hierarchy Process method. The evaluation can be a consideration for policy making in traffic management. Furthermore, the scenarios that is evaluated in this study are U-Turn closing, U-Turn N-S and S-N relocating to 30 m to north and 40 m to south, respectively, and U-Turn S-N relocating 195 m to north. Those scenarios are compiled from the latest study using microsimulation approach. The study is conducted using 6 (six) criteria, which consist of traffic performance, cost, comfort, saety, environment impact and social impact. The survey involves several experts to respond the questionnaire. The results show that traffic performance is dominant criteria and the third scenario, which relocating U-Turn S-N 195 m to north, is chosen as the most appropriate management scenario for the U-Turn. The study is expected to be a reference for local government to formulate the policy related traffic management, hence the traffic system becomes more effective, efficient and sustainable.
Disparitas Gender dalam Kecelakaan Lalu Lintas Kerja: Integrasi Perspektif Gender pada Kerangka Safe System di Kota Batam Vito Raegentsario; Sari, Yusra Aulia; Rifai, Andri Irfan
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): 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.v31i1.5681

Abstract

Work-related traffic accidents represent a significant public health and economic issue in rapidly urbanising areas like Batam City, Indonesia. As a major industrial and trade hub, Batam experiences high volumes of commuter traffic, exacerbating road safety challenges. Despite this, a critical gap exists in current research and policy where gender-specific vulnerabilities—including differences in risk perception, vehicle choice, and travel patterns—are often overlooked. This study aims to fill this gap by investigating these nuanced gender disparities in work-related traffic accidents in Batam. Furthermore, it seeks to propose actionable strategies for systematically integrating gender considerations into the established Safe System framework, thereby providing evidence-based recommendations for stakeholders. A quantitative research design was employed, utilising a structured questionnaire distributed via Google Forms to a cohort of 498 randomly sampled workers in Batam City. The collected data were analysed using descriptive statistics and simple linear regression in SPSS. The analysis specifically examined the relationship between positive safety perceptions and experiences (BTHD) and workers' perceived vulnerability and wariness (BTHC) during their commute. The results revealed a statistically significant positive relationship (B = 0.626, p < .001). Counter-intuitively, this indicates that as respondents' positive safety perceptions increased, their self-reported level of wariness and alertness also rose. This key finding suggests that a sense of safety among Batam's workforce is not a passive state leading to complacency but is actively constructed upon a state of heightened awareness. The study concludes that achieving the goal of zero fatalities requires the Safe System approach to evolve beyond physical infrastructure to incorporate these complex psychological drivers and gender-specific factors. These findings offer policymakers critical insights for developing more inclusive, equitable, and effective road safety interventions.

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