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Jurnal Penelitian Teknik Sipil Konsolidasi
Published by Universitas Bosowa
ISSN : 29860237     EISSN : 29860229     DOI : https://doi.org/10.56326/jptsk.v2i1
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology
Fokus pada bidang ini antara lain perancangan/pelaksana pembangunan/pemeliharaan prasarana jalan, jembatan, terowongan, gedung, bandar udara, lalu lintas (darat, laut, udara), sistem jaringan kanal, drainase, irigasi, perumahan, gedung, minimalisasi kerugian gempa, perlindungan lingkungan, penyediaan air bersih, survey lokasi, konsep finansial dari proyek, manajemen projek dsb. Semua aspek kehidupan tercangkup dalam muatan ilmu teknik sipil.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 251 Documents
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Pengaruh Keterlambatan Kerja Terhadap Kinerja Waktu Pelaksanaan Proyek Perumahan Griya Amerta Residence Vajrinanda Aprisaldi Sanduan; M. Natsir Abduh; Savitri Prasandi Mulyani
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5642

Abstract

Construction projects cannot be separated from obstacles that can cause delays in the work of ongoing construction projects. That obstacle is a factor in the delay in completing the project, so that the project does not run according to the original plan, in this case the Griya Amerta Residence housing project. This study aims to analyze whether there is an effect of delay on the performance of implementation time in the Griya Amerta Residence housing project. This type of research uses an approach method with numerical data that begins with a survey and is analyzed by multiple linear regression analysis operated by the SPSS program. Multiple linear regression analysis is used to find the relationship pattern between bound variables and free variables. Based on the results obtained in the regression model with the output value of sig. 0.000 which means less than 0.05, it can be stated that the labor, material, and financial variables simultaneously affect the performance variable of the implementation time (Y). The factor that has a dominant influence on the performance of the implementation time is the material variable (X2) with a sig. 0.001 and financial variable (X3) with a value of sig. 0.000. which means that both variables have a value of sig. which is less than 0.05, then it can be concluded that these two variables have a significant effect on the performance of implementation time (Y).
Analisis Produktivitas Pelayanan Petikemas Di Makassar New Port Adhil Fauzan; M. Natsir Abduh; Savitri Prasandi Mulyani
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.5706

Abstract

This research aims to determine the productivity of container services at the container port (Makassar New Port) by analyzing the influence of equipment age, human resources and environmental factors on the productivity of container services at the Makassar New Port. This type of research is carried out with a quantitative approach using multiple linear regression analysis. The main data source comes from information obtained through direct observation at the research location and interviews. The research results show that partially and simultaneously the equipment age, human resources and environmental factors influence the productivity of container services at Makassar New Port.
Analisis Spasial Rute Pengangkut Sampah Terhadap ISPU PM10 dan Efisiensi Waktu Tempuh Iin Fitrianty Suaib Cangara; Achmad Irfan Nur; Alifah Dhiya Maghfirah; Chaidir Suwahyo
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.8194

Abstract

This study aims to analyze the performance of solid waste transportation routes to the Bantargebang Integrated Waste Treatment Facility (TPST Bantargebang) in Bekasi City by focusing on two main indicators, namely travel time efficiency and environmental impact measured by the Air Pollution Standard Index (PM10). The research method integrates Geographic Information System (GIS)-based modeling, route simulation, and comparative analysis between the existing route and three alternative routes (Route A, Route B, and Route C). Travel data were examined to identify traffic load patterns, travel duration, and the potential reduction of PM10 concentrations along each corridor. The results indicate that the existing route demonstrates superior travel time efficiency but is associated with the highest PM10 levels. Routes A and C show improvements in air quality through reduced PM10 concentrations; however, these improvements are accompanied by significantly longer travel times. Among all alternatives, Route B is identified as the most optimal option, as it achieves a substantial reduction in PM10 levels while maintaining travel time efficiency comparable to the existing route. These findings highlight the trade-off between operational efficiency and environmental sustainability and demonstrate that spatial-based route optimization can serve as an effective strategy to enhance the performance of urban waste transportation systems while mitigating air pollution impacts.
Utilization of Local Sago Fiber as a Sustainable Additive in Cement Mortar Alfina Maysyurah; Didik S Purwantoro; Herlina Arifin; Muhammad Nur Fajar; Muhammad Aris
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 1 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i1.8364

Abstract

This study aims to evaluate the effect of adding sago fiber as an environmentally friendly additive on the physical properties of mortar, namely density, porosity, water absorption, and compressive strength. The study was conducted experimentally in the laboratory with variations of normal mortar and the addition of sago fiber of 2%, 4%, and 10%. Cubic test specimens measuring 5 × 5 × 5 cm were tested at the age of 28 days for density, porosity, water absorption, humidity and temperature, and compressive strength. The test results showed that the addition of sago fiber caused a decrease in the value of the density and compressive strength of the mortar, while the porosity and water absorption values increased. The highest density value was obtained in normal mortar at 2.09 gr/cm³ and a compressive strength of 21.33 MPa. Meanwhile, with a variation of 10% sago fiber, the density decreased to 1.53 gr/cm³ and the compressive strength only reached 3.22 MPa. Environmental conditions such as temperature and humidity also affect the compressive strength of mortar. This study concluded that sago fiber can be used as an environmentally friendly additive in mortar, but its use should be limited to maintain the material's structural performance.
Analisis Kadar Aspal Pada JMF Dan Lapangan Dengan Pengujian Ekstraksi Pada Campuran Aspal (AC-WC) Filbriani Jenifer Sedan; Abdul Rahim Nurdin; Ahmad Yauri Yunus
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 2 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i2.4961

Abstract

Asphalt is a primary material used in the construction of highways, a black hydrocarbon. This research examines a comparative analysis of asphalt content between that determined in the Job Mix Formula (JMF) and that found in the field. The study employs descriptive statistics to compare the extracted asphalt content of AC-WC asphalt mixtures between the JMF and field results. Asphalt extraction testing was conducted using Pertalite as a solvent. This research focuses on the comparison of asphalt content during paving, with the tolerance set forth in the 2018 Directorate General of Highways General Specifications, which is ± 0.3%. Field extraction results show an average asphalt content of the samples at 6.03%, higher than the JMF value of 5.95%, but still within the permissible tolerance. Equipment calibration errors at the AMP also contribute to the difference in asphalt content, resulting in a softer mixture and reducing road life. Nevertheless, the results are still within the allowed tolerance.
Analisis Perbandingan Kepadatan Campuran Aspal AC-WC Di Lapangan Dengan Hasil Uji Laboratorium Leonardus Bandong Dita; Abdul Rahim Nurdin; Tamrin Mallawangeng
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 2 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i2.5064

Abstract

In the field, densities are more variable and often lower due to conditions that are difficult to control. Factors influencing these density differences include test conditions and compaction method. In the laboratory, variables such as temperature, humidity and materials are more controlled, and standard methods such as ASTM and SNI are used. Meanwhile, in the field, compaction uses heavy equipment which requires operator skill to achieve optimal results. This research aims to compare the density of AC-WC asphalt mixtures in the field and laboratory, as well as identifying factors that influence differences in density. The method used is comparative causal analysis with primary data in the form of measuring the density of the asphalt mixture in the laboratory and secondary data obtained from related agencies for density in the field. The research results show that the density of the asphalt mixture in the laboratory tends to be higher and more consistent than in the field, because conditions in the laboratory are more controlled and compaction is carried out uniformly. Comparison of the density of the AC-WC asphalt mixture in the field and laboratory shows differences, where the density in the laboratory has a higher density level compared to that in the field where the density level in the field is lower.
Analisis Waktu Operasional Pada Pembangunan Jalan Dan Jembatan Sungai Saddang Enrekang - Sudda Nursakinah Nursakinah; Burhanuddin Badrun; Ahmad Yauri Yunus
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 2 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i2.5138

Abstract

Construction projects require the appropriate use of heavy machinery to enhance efficiency and productivity, especially in road and bridge projects like the Enrekang-Sudda Bridge. This bridge aims to improve transportation access in remote areas of Enrekang Regency. This study examines the utilization and productivity of heavy machinery in the project to achieve optimal time and cost outcomes. The research focuses on analyzing equipment usage according to job type, machine capacity, cost, and productivity. A quantitative method is used to measure equipment productivity, particularly mixers, which have an average capacity of 3.3 m³ per day with 308 operational hours per mixer. The project budget is estimated at IDR 33,934,037,000, with an implementation period of 213 days starting on January 1, 2024. Analysis results indicate that lean concrete work requires 72 days, while PPC cement concrete hardening takes 218 days. This study provides essential guidance on optimizing heavy equipment use in road and bridge projects to ensure resource effectiveness
Penggunaan Belerang Dan Tras Pada Tanah Lempung: Studi Eksperimental Kuat Geser Langsung Dan Kuat Tekan Bebas Shidiq Usman; Syahrul Sariman; Savitri Prasandi Mulyani
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 2 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i2.5503

Abstract

Soft clay soil has characteristics that make it prone to a decrease in strength and stability due to loading or changes in moisture, which can lead to structural damage in buildings. Therefore, efforts to improve soil quality by adding additives, such as sulfur and pozzolan (tras), are necessary. This study aims to enhance the quality of soft clay soil and examine its effects on soil mechanical strength through direct shear tests and unconfined compression tests. The results indicate that pozzolan significantly increases the soil's mechanical capacity. The addition of 4% pozzolan increased the shear strength from 0.4316 kg/cm² to 0.6103 kg/cm² and the unconfined compressive strength from 0.453 kg/cm² to 0.631 kg/cm². The optimal value was achieved with 8% pozzolan content, resulting in a shear strength of 0.9675 kg/cm² and an unconfined compressive strength of 1.014 kg/cm². The addition of sulfur to soil stabilized with 4% pozzolan also proved effective, with optimal results at 6% sulfur content, yielding a shear strength of 0.9526 kg/cm² and an unconfined compressive strength of 1.123 kg/cm². However, excessive sulfur addition resulted in a decline in mechanical properties. This study concludes that the combination of pozzolan and sulfur is effective in improving the strength of soft clay soil, with the optimal content being 8% for pozzolan and 6% for sulfur.
Analisis Kebutuhan Parkir Pada Rumah Sakit Umum Daerah Labuang Baji Devry Robin Tammubua; Ahmad Yauri Yunus; Arman Setiawan
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 2 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i2.5550

Abstract

Parking space availability is a crucial factor for hospitals, especially for RSUD Labuang Baji, which serves a high number of patients and visitors daily. This study analyzes parking demand at RSUD Labuang Baji by examining the available parking capacity, the volume of parked vehicles, and the average parking duration. The findings indicate that the hospital's parking capacity consists of 136 car slots with 45" and 90" parking angles and 352 motorcycle slots with a 90 parking angle. The average parking volume reaches 278 cars and 533 motorcycles per day, while the accumulation rate is 79 cars and 173 motorcycles. The parking index shows an average of 77.21% for cars and 69.03% for motorcycles, suggesting that although the capacity is sufficient, many visitors still park outside the designated area. The primary issue identified is the long parking duration, typically exceeding 3 to 4 hours, which reduces turnover and limits space availability. To enhance parking efficiency, improved management strategies such as parking time restrictions and progressive pricing models are recommended. These measures could optimize space utilization, reduce congestion, and improve accessibility for patients and medical personnel.
Pengaruh Hambatan Samping terhadap Kinerja Jalan Penghibur Dan Jalan Somba Opu Makassar Dengan Menggunakan Aplikasi Vissim La Ode Amal Saputra Tiasa; Nurhadijah Yunianti; Tamrin Mallawangeng
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 2 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i2.5552

Abstract

Side friction on urban roads, such as illegal parking, ride-hailing services, and pedestrian activity, reduces road capacity and increases the degree of saturation (DS). This study analyzes the performance of Jalan Penghibur and Jalan Somba Opu in Makassar using PTV VISSIM and MKJI 1997. Results show that during peak hours, traffic volume reaches 394 vehicles/15 minutes on Jalan Penghibur and 461 vehicles/15 minutes on Jalan Somba Opu. PTV VISSIM simulation shows Level of Service (LOS) A, while MKJI 1997 calculations indicate LOS C, with DS values of 0.47 and 0.51. The five-year projection without capacity improvements predicts DS increasing to 0.51 on Jalan Penghibur and 0.54 on Jalan Somba Opu, maintaining LOS C. Reducing side friction and increasing road capacity are crucial to improving traffic flow. VISSIM simulation is effective in evaluating road performance and designing urban transport solutions.

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