Jurnal Penelitian Teknik Sipil Konsolidasi

Pengaruh Penambahan Limbah Ampas Kopi Sebagai Pengganti Filler Pada Campuran Lapis Tipis Aspal Beton (Lataston) Dengan Perendaman Berulang

Muh Fadly Noor Pondy — 2025-09-30

This research was conducted using hot asphalt (HRS-WC) with coffee grounds waste as a partial filler replacement in asphalt mixtures. The purpose of this research is to analyze the characteristics of hot asphalt mixtures (HRS-WC) using hot asphalt with variations of coffee grounds waste as a partial filler replacement with repeated immersion. This study used coffee grounds waste with an accumulation of 20%, 25% and 30% of the filler weight. The soaking times in this study were 3, 7, and 14 days with repeated soaking. The manufacture of test specimens refers to the 2018 Bina Marga Specification. Testing using the Marshall Test. In the addition of coffee grounds waste as a partial substitute for filler as much as 20%, 25% and 30% of the asphalt mixture properties meet the limits of the 2018 Bina Marga Specifications. The best value in the properties of the asphalt mixture in this study is 20% at 3 days immersion, while the 30% mixture does not meet one of the properties of the asphalt mixture, namely the VIM value which is not within the specification limits.

Analisis Pengaruh Penambahan Abu Tempurung Kelapa Terhadap Kuat Tekan Beton Geopolimer Dengan dan Tanpa Zat Tambah

Ferdi Sikanna — 2025-09-30

This study aims to determine how the effect of adding coconut shell ash as a partial substitute for fly ash on the compressive strength of geopolymer concrete and the effect of adding and without adding additives to variations of coconut shell ash. The method of this research is to compare the control concrete with the variation of fly ash mixed with coconut shell ash 5%, 10%, 15%, with and without the addition of 2% superplastizer. From the results of this study it can be concluded that the concrete using 5% coconut shell ash increased by 3.7% from the control concrete, and at the addition of 10% and 15% coconut shell ash decreased the compressive strength of the concrete by 36% and 47, respectively. 5%. For the comparison of the addition of 2% superplastizer to the compressive strength of coconut shell ash geopolymer concrete without using additives of 7.8%, 23.4% and 16.8%, from each variation of coconut shell ash.

Analisis Kuat Tekan Beton Geopolimer Dengan Bahan Tambah Serat Plastik HDPE

Emilia Mayumi — 2025-09-30

In today's infrastructure development, concrete is one of the most widely used structural materials in a construction as its basic material. To produce cement, factories produce waste gases and waste particles that can pollute the air. In this research, geopolymer concrete binder is a breakthrough to replace Portland cement binder. In this study, the added material used is HDPE plastic fiber. This research is an experiment conducted at the laboratory of concrete structures and materials at the University of Bosowa Makassar. The composition of the geopolymer concrete mixture obtained was fly ash (2.47kg), NaOH (0.56kg), Na2SiO3 (0.83kg), water (1.24kg), sand (3.60kg), crushed stone 0.5-1 (5.14kg). The HDPE plastic fibers used in this study were 5%, 10%, 15% and 20% by weight of fly ash. From the results of research using HDPE plastic fiber composition of 5%, 10% 15%, 20% respectively, the results obtained are 18,401 Mpa, 15,664 Mpa, 13,022 Mpa, 11,323 Mpa.

Kajian Perencanaan Pemanfaatan Transportasi Laut Dan Sungai Untuk Mengatasi Kemacetan Di Kota Makassar

Agung Faisal — 2025-09-30

Makassar City is experiencing the same struggle with other big cities, namely the problem of urban transportation. The level of vehicle movement in Makassar City is quite high as a result, causing congestion in the downtown area and in the suburbs. Water transportation media cannot be separated from the origin of the transportation system above, namely the activity in the river circulation area so that it has the potential to be developed, this study analyzes the river route as a water transportation network into Makassar City transportation. Increasing the use of water transportation routes to generate social activities and a form of transportation system used for the transportation of goods and passengers through water. The advantages of river or canal transportation means that it is cheap, easy, relatively safe, the carrying capacity can be high in sync using the culture of its use, simple technology. The main weakness comes from river transportation, which means slow movement and many areas that are not traversed by commercial shipping channels.

Pengaruh Variasi Jumlah Tumbukan Menggunakan Aspal Emulsi Tipe CRS Dan Aspal Minyak Penetrasi 60/70 Pada Campuran Aspal Concrete – Wearing Course (AC-WC) Dengan Perendaman Berulang

Herman Herman — 2025-09-30

The purpose of the study was to determine the nature and characteristics of the effect of variations in the number of collisions on the asphalt concrete mixture with repeated immersion and determine the amount by using emulsified asphalt of CRS type and 60/70 penetration oil asphalt. The independent variable in this study is the variation of the number of collisions in the compaction of asphalt concrete as much as 2x65, 2x75, and 2x85, with Optimum Asphalt Content of 7%. The test method refers to the General Specifications of Highways 2018.The type of mixture used is (Asphalt Concrete - Wearing Coarse). The performance was measured by testing Density, Stability, Flow, marsgall Quontient, voids in mixture (VIM), voids filled with asphalt (VFB), and voids in aggregate (VMA). The asphalt content used was 7%, then repeated immersion was carried out with variations of 3 days, 7 days, and 14 days of immersion. The results of the study show that variations in the number of collisions can affect the stability value where the higher the collision variation, the value of density, stability, marshall quotient, and the value of VFB increases with the addition of the number of collisions. While using asphalt oil and asphalt emulsion with repeated immersion variations, it can be seen that the value of density, stability, Marshall quotient, and VFB value decreased with each immersion variation. The values of flow, VIM, and VMA increased with each repeated immersion variation. this applies to any variation in the number of collisions.

Pemanfaatan Limbah Karet Tambal Ban (Kompon) Sebagai Bahan Tambah Pada Campuran Aspal Panas Menggunakan Metode Durasi Perendaman

Teofilus Riyandi Sibala — 2025-09-30

A thin layer of asphalt concrete (lataston) is a cover layer which consist of a mixture of gap graded aggregate, filler and hard asphalt with certain ratio; which is mixed and compacted heat (within a certain minimum temperature of 124ºC), The purpose of the study is to determine the effect of addition of rubber patch on the Marshall characteristics of the hot asphalt mixture using the immersion duration method. The study uses waste rubber tires with the addition of 4%, 6%, and 8%. Samples of specimens were made as many as 48 samples, 15 normal samples, 6 remaining KAO samples and 27 variations samples. Treatment of the specimens was carried out with a duration of immersion of 7, 14 and 21 days. The manufacture of test objects is hot mixed and refers to the 2018 Bina Marga Specifications; the test was carried out with the Marshall tested equipment. The results of the test indicate that the effect of tire rubber waste as an additive in hot asphalt mixtures with the immersion duration method can result in a decrease in the value of the asphalt mixture properties.

Tinjauan Perbandingan Rencana Anggaran Biaya Dan Waktu Pelaksanaan Pembangunan Gedung Fakultas Kedokteran Universitas Bosowa Makassar

Zukry Umar — 2025-09-30

In the world of construction, project management has an important role such as determining the budget planning and implementation time, its function is to find out how much budget is needed and how long it takes. In order to facilitate implementation in the field. In this study there are two methods used, namely the method based on the Regulation of the Minister of Public Works and Public Housing Number 28 of 2016 and the method based on the Regulation of the Minister of Public Works and Public Housing Number 1 of 2022. This study is a re-examination of the actual calculation using the method Regulation of the minister of public works and public housing number 28 of 2016. From the results of the comparison of the budget plan for the construction of the Faculty of Medicine, University of Bosowa Makassar, which has been made by PT. Seven Guardians of (Rp. 24.008.000.000) with a duration of work for 483 days and made by the author of Rp. 23. 511. 000 000. with a duration of work for 434 days.

Pengaruh Penambahan Semen Portland (PC) Terhadap Karakteristik Marshall Pada Campuran Aspal Buton Tipe CPHMA

Muh. Arif Rahman — 2025-09-30

Asbuton is one of Indonesia's natural resources that can be utilized to improve road quality because it has an asphalt content of 10% to 35%. Cold Paving Hot Mix Asbuton (CPHMA) as a cold spread hot mix that occurs from aggregate, buton granules, rejuvenating agents and other added materials that have been mixed properly at the factory and marketed ready to be spread and compacted in asphalt road pavement. The aim of the study was to determine the effect of the addition of Portland cement on the characteristics of buton CPHMA asphalt mixture and to analyze the percentage of the best Portland cement content and meet the requirements for buton CPHMA asphalt mixture. This study used Portland cement with the addition of 4%, 8%, 12%, 16% and 20%. Testing is done with the marshall test tool. The results showed that with increasing levels of variation in Portland Cement, the stability, VFB, and MQ values decreased. The Flow, VMA, and VIM values have increased. The percentage of Portland cement content in the CPHMA Buton asphalt mixture is the best at a cement content of 12%.

Pengaruh Pemadatan Berulang Terhadap Sifat Campuran Aspal CPHMA

Nurul Fadhilah Salsabila — 2025-09-30

Indonesia is one of the countries that have natural wealth on Buton Island, commonly known as Buton Asphalt. One of the products is Cold Paving Hot Mix Asbuton (CPHMA). CPHMA is a natural asphalt mixture consisting of aggregates, buton grains, juvenile substances and other added substances, which are hotly mixed and ready for cold use. CPHMA is widely used on low-traffic roadways. The purpose of this study was to determine the effect of repeated solidification on the properties of near-cold hot mixed smutons (Cold Paving Hot Mix Asbuton) by testing Marshall's method. This study used repeated solidification methods on the 7th, 14th and 21st days. The test items were made of 18 briquettes consisting of 6 characteristic briquettes and 12 variational briquettes. This study refers to the 2018 Bina Marga Specification. Results from this study show that the influence of repeated solidification on CPHMA asphalt mixtures causes density, stability, MQ and VFB to decrease further. The flow, VMA, and VIM values are increasing.

Hubungan Beban Dan Lendutan Terhadap Balok Beton Bertulang Berongga

Rismawati Razak — 2025-09-30

When a beam structure is loaded, it is held in compression by concrete while the tension area is fully carried by reinforcing steel, so that the concrete cross-section in the tension section below the neutral line is not considered to be carrying the load. So in the concrete tension area filled with plastic bottles, in order to obtain a lighter structure, reduce the volume of concrete/cement and reduce environmental pollution. In this study used reinforced concrete beams with dimensions of 175 x 350 x 3200 mm. The test object consists of 3 (three) namely 1 normal beam and 2 hollow beams with the same length, namely 2640 mm and differentiated according to height, namely 120 mm (2 layers of bottles)-BR2 and 180 mm (3 layers of bottles)-BR3. The test results show that the load-deflection relationship is relatively the same. This shows that the voids in the pure bending moment area provide relatively the same stiffness as the normal beam stiffness. The crack patterns for all test results show that normal and hollow beams experience flexural failure.

Penanganan Longsor Badan Jalan Akibat Gerusan Sungai

Reski Amalia — 2025-09-30

On the Belopa Road Section – Palopo City Boundary KM. 333+800 in Salu Paremang Village, Kamanre District, Luwu Regency, Cilellang area, is a national road that is parallel to the Paremang River, approximately 5-10 meters away. As a result of water scouring during a flood in the Paremang River, it resulted in a downward slide so that the road was eroded and caused half of the road to collapse towards the river. The purpose of this study was to find out how to handle road landslides due to scouring of the Paremang River, and to calculate and analyze the methods of handling landslides on roads due to scouring of the Paremang River. This study uses the method of analysis of soil retaining, the soil retaining used is sheet pile retaining walls. The results of Sheet Pile calculations and analysis, namely the total required Sheet Pile Length is 32 m. The type of Sheet Pile used is Sheet Pile, SP II. As many as 3 rods per setting.

Analisis Efisiensi Dan Kehilangan Air Pada Saluran Sekunder D.I Bettu Kabupaten Bulukumba

Arlan Kurniadi — 2025-09-30

Water is a very important need for life in bum, especially living makhuk such as humans, plants, animals and others. In this case, the fulfillment of clean water to be consumed, both for drinking water and for other needs can be done in various ways, adjusted to existing facilities and infrastructure. This is related to the amount of water loss in the irrigation network caused by evaporation, water intake for other purposes, or leakage along the channel. Based on irrigation planning criteria, the amount of water loss in the irrigation network can be minimized by improving the water management system and improving the physical irrigation infrastructure. So the Bialo secondary channel has an efficiency level of 58% which is still in the good category or still works well to drain water into the tertiary channel. This level of efficiency is supported by the physical building of the bialo secondary canal irrigation which is still in good condition and the Bialo secondary channel although the physical condition of the building is still good, it still experiences water loss caused by evaporation loss and seepage which causes water loss of 0.1368 m3/s. Despite experiencing water loss but still has a level of efficiency that is still in good condition.

Evaluasi Simpang Tidak Bersinyal Dengan Penggunaan Software Vissim

Muhammad Wahyu Indryady.S — 2025-09-30

Traffic movements at intersections are generally regulated by traffic control. This is intended to create safety as well as smooth traffic flow at the intersection. At the Emmy Saelan Monument Intersection in Makassar City, there is no proper traffic regulation. Therefore, it is often found that there are long queues and vehicle delays that occur at the intersection due to high traffic flow. Based on these problems, it is necessary to conduct research with the aim of improving the performance of the intersection with indicators in the form of queue values and delay times at the intersection. The method used in this research is to use direct observation methods and manual calculations and perform simulations using Vissim Software. Several alternative intersection treatments are given to overcome existing intersection problems, namely by implementing 2-phase and 3-phase traffic signals, The recommended alternative handling is in the form of implementing a 2-phase signalized traffic signal because it can reduce queues and delays significantly compared to existing conditions.

Pemanfaatan Limbah Ampas Kopi Sebagai Subtitusi Filler Pada Sifat Campuran Aspal HRS-WC Dengan Variasi Perendaman

Sri Anggriany Djalil — 2025-09-30

Hot Rolled Sheet or Thin Layer Asphalt Concrete is a graded gap mixture that uses fine coarse aggregate, fillers, and asphalt in a certain ratio which is compacted hotly. HRS has high durability. Filler functions as a filler for voids between aggregates, the fillers that are often used are cement and fly ash. In this study, the filler used was coffee grounds waste.The purpose of this study was to analyze the effect of adding coffee grounds waste to the properties of the HRS-WC mixture with immersion variation. This study used coffee grounds waste with the addition of 20%, 40%, 60%, 80% and 100%. Samples were made of 61 briquettes consisting of 21 characteristic briquettes and 40 variation briquettes. Some samples were not immersion and some were immersion for 3, 7 and 14 days. Sampling refers to the 2018 Bina Marga Specifications. Sample testing uses a Marshall Test. The test results show that the effect of adding 20% coffee grounds waste with 3-day immersion, the Stability, Flow, Density, Marshall Quotient, VIM, VMA, and VFB values are all within the 2018 Bina Marga Specifications.

Pengaruh Zat Adiktif Dan Batu Bata Merah Sebagai Substitusi Pasir Terhadap Kuat Lentur Dan Tekan Beton Dengan Perendaman Air Laut Dan Air Tawar

Muh Hijrawansa Mappa — 2025-09-30

Concrete is a material that is easy to shape and mold according to the needs of building concrete structures and is able to withstand compressive loads very well, has a relatively long life, is able to withstand high temperatures, and low maintenance costs. From the results of the design of a normal concrete mixture f'c 20 Mpa obtained the composition of cement mix: 379.63 kg/m3, crushed stone 1-2: 998.70 kg/m3, sand: 671.48 kg/m3, and water: 225.18 kg/m3. The compressive strength of normal concrete is higher than the compressive strength of 9% red brick variation concrete and 0% Silicafume by 21.2 Mpa. The more use of red bricks in the concrete mixture, the lower the compressive strength. This suggests that as silicafume variations increase with seawater immersion and freshwater the resulting compressive strength value increases. The compressive strength value with freshwater immersion is higher in seawater. The addition of red bricks to the concrete mixture has increased in bending strength with freshwater soaking compared to seawater soaking and normal concrete. As silicafume variations increase with seawater and freshwater immersion the resulting bending strength value increases as much as in compressive strength.

Pengaruh Penambahan Oli Bekas Pada Aspal CPHMA Dengan Variasi Perendaman

Indra Zangaji — 2025-09-30

Cold Paving Hot Mix Asbuton is a mixture of asbuton consisting of aggregate, grainy asbuton, rejuvenator, and other additional materials mixed hot and laid cold. Asbuton Cold Paving Hot Mix (CPHMA) is a ready to use asphalt mixture product used as a surface layer for low traffic volume road pavement. This study aimed to calculate and analyze the effect of adding waste used oil to the hot asphalt mixture type CPHMA with soaking time variation on the value of asphalt mixture/marshall properties. This research used used oil with oil content of 5%, 10%, and 15%. Testing was carried out using the Marshall test apparatus. The results showed that the soaking time variation affects the mechanical properties of CPHMA asphalt. The longer the soaking time, the lower the properties of the mixture. The effect of used oil as an additive in the CPHMA asphalt mixture with the best soaking time and the maximum result is obtained when soaked for 5 days with 5% used oil content.

Evaluasi Bangunan Gedung Kampus I Universitas Bosowa Dengan Metode Pendekatan Desain Berbasis Kinerja

Muh Panca Zainuddin Arif — 2025-09-30

This study was conducted to determine the collapse pattern described as a capacity curve so that the performance level of the structure can be known based on FEMA 356. As well as the formation of plastic joints on the column beams, the study used spectrum response with the ETABSv19 program. Basedon the direction of the XZ and YZ methods The capacity curve and FEMA 356 produces Damage Control (DC), where thebuilding condition occurs during an earthquake. This study shows the displacement value based on pushover analysis, SNI 1726-2019, and direct measurement. Where seen in direct measurements and displacement targets, getting almost the same value of 11 cm to 15 cm. With provisions based on SNI 1726-2019, which is 31 cm, the maximum limit of pushover analysis results for the X direction is 72 cm and the Y direction is 40 cm. It can be concluded that if the provisions based on SNI 1726-2019 > direct measurement and displacement target, the building structure is still in a Safe State

Pengaruh Penambahan Serbuk Batu Bata Sebagai Pengganti Sebagian Filler Pada Laston (AC-BC) Terhadap Karakteristik Marshall Dengan Variasi Perendaman

Alilah Saskia Damayanti — 2025-09-30

This research aims to determine the effect of adding brick powder filler on the properties of asphalt concrete mixture with soaking variations. This study used brick powder with variations of 0%, 10%, 15%, and 20%. The test pieces were made as many as 36 samples, for each variation as many as 3 samples. The test piece is soaked with repeated variations of soaking for 3, 7 as well as 10 days. The method used is the conventional marshall method to obtain mixed properties. The results of this test showed that each variation decreased with the addition of brick powder. in the variation of brick powder 20% the flow value has increased to exceed the specification limit of 4.14% from what has been determined by Bina Marga 2018, which is 2-4% (mm). As for the 0%, 10% and 15% variations have met the 2018 Bina Marga specifications

Analisis Kinerja Simpang Bersinyal Dengan Software Vissim

Nurul Qalbi — 2025-09-30

The performance of an intersection is the feasibility condition of the intersection facility which is influenced by road capacity, traffic behavior, and the speed of a vehicle. The intersection being analyzed is Jl. Poros Malino - Jl. Usman Salengke – Jl. K.H. Wahid Hasyim. The purpose of this research is to find out the comparison of PTV Vissim and MKJI 1997 Software and to find out the results of alternative modeling in the performance analysis of the four signalized intersection Jl. Poros Malino - Jl. Usman Salengke – Jl. K.H. Wahid Hasyim. Based on the analysis and discussion it was concluded that the comparison of queue length using the vissim and MKJI software on the Jl. Usman Salengke Utara, namely 110 m and 112 m. It can be seen that the results of the analysis using the vissim software are closer to the conditions in the field, namely 92 m. Because vehicle behavior and the distance between vehicles can be adjusted in the vissim software, the analysis delay using vissim is superior because it can calculate each arm, while the MKJI calculation is only the average delay with service level F (very bad). And alternative simulation results with cycle time settings can be used as a solution to increase the performance of intersections where the level of service changes to E (bad) with a 13% decrease.

Analisa Kapasitas Jalan Kawasan Perumahan BTP Akibat Parkir Pada Badan Jalan

M. Indrawan Saputra — 2025-09-30

The development of cities and the rapid growth of Indonesia's population have caused the traffic volume in Makassar City to continue to increase. As the provincial capital and center of economic, industrial, trade and educational activities in South Sulawesi, Makassar City is also the center of the traffic flow of goods and services from the surrounding area. The impact of the growth of trade and service centers that attract the movement of visitor vehicles is an increase in the need for parking spaces. This study aims to determine the impact of on-street parking on speed and traffic density on Jalan Tamalanrea Raya and to provide a basis for developing solutions. The survey was carried out for 3 days a week, 20 October – 24 October 2022. The location of the research object is located on Jalan Tamalanrea Raya, and volume, speed and parking data are collected from the main congestion points. The results showed that parking on the road causes the road capacity to decrease, with the lowest speed reaching 8.33 km/hour, the highest density reaching 144 vehicles/km, and the highest degree of saturation is 0.54 with service level C.

Pengaruh Fly Ash Tempurung Kelapa Sebagai Bahan Tambah Terhadap Kuat Tekan Dan Kuat Lentur Beton

Andi Candra Gunawan — 2025-09-30

The world of construction is currently experiencing very rapid development. This can be seen from various countries that are competing to improve the quality and quantity of their buildings. The purpose of this study was to determine the effect of adding coconut shell fly ash to the concrete mix with variations of 5%, 10%, and 15% by weight of cement on the compressive strength and flexural strength of concrete. There were 38 samples made, including 20 samples of normal concrete and 18 samples of variation concrete. Concrete samples were soaked for 28 days prior to testing the compressive strength and flexural strength of the concrete. The results of the compressive strength test with the addition of 5% fly ash were (26.11 Mpa), 10% (27.34 Mpa), and 15% (29.23 Mpa) while for flexural strength with the addition of 5% fly ash (3.73 Mpa), 10% (3.78 Mpa), and 15% (3.91 Mpa). The results of this test indicate that the variable concrete has a higher compressive strength and flexural strength than normal concrete. the use of coconut shell fly ash in the concrete mixture, greatly affects the compressive strength and flexural strength of concrete compared to normal concrete.

Pengaruh Penambahan Karet Alam (Lateks) Pada Campuran Cold Paving Hot Mix Asbuton (Cphma) Dengan Variasi Perendaman

Haris Munandar — 2025-09-30

CPHMA (Cold Paving Hot Mix Asbuton) is a new breakthrough to meet the needs of remote areas where the asphalt mixing plant (AMP) is inadequate and is expected to add value to stability and durability. Natural Rubber (Latex) is a type of natural rubber that has high resistance to cracking and has high adhesion. The purpose of this study was to determine how much influence the addition of natural rubber (latex) had on marshall characteristics in CPHMA mixtures with variations of immersion. This study used natural rubber (latex) additives with levels of 10%, 15% and 20%. 33 samples of test objects were made, 6 normal samples and 27 variations samples. The treatment of the specimens was carried out with variations of immersion for 7, 14 and 21 days. Testing is done with the marshall test tool. The test results showed that Natural Rubber (Latex) as an added ingredient in CPHMA-type Buton asphalt mixture by immersion caused the value of the properties of the mixture to not meet specifications and could not be used.

Pengaruh Penambahan Karet Alam (Lateks) Pada Campuran Cold Paving Hot Mix Asbuton (Cphma)

Arinil Khaerah — 2025-09-30

Cold Paving Hot Mix Asbuton (CPHMA) Asbuton mixture consisting of aggregate, granular asphalt, rejuvenator and other added ingredients which are mixed hot cold paved. This product is an alternative that is very suitable for road construction in remote areas and small islands. where asphalt mixing plant (AMP) facilities are limited. The purpose of this study was to identify the effect of natural rubber (latex) on marshall characteristics in CPHMA mixtures. This study used the addition of natural rubber (latex) content of 10%, 15% and 20%. Samples were made of 15 briquettes consisting of 6 characteristic briquettes and 9 variation briquettes. The manufacture of briquettes refers to the Bina Marga General Specifications 2018. Sample testing is carried out using the marshall method. The test results show that the effect of adding natural rubber (latex) has no effect on the properties of the CPHMA mixture and causes the value of the mixture to decrease and natural rubber (latex) in any percentage does not affect the value of stability and durability.

Analisis Dampak Pembangunan Jalur Kereta Api Lintas Makassar-Parepare Terhadap Lingkungan Sekitarnya Di Kabupaten Barru

Nadya Eka Jayanti — 2025-09-30

Transportation is a problem that has an important influence in people's lives. The problem that occurs in transportation in the Makassar-Parepare crossing is the increasing population growth along with the increasing number of users of land transportation modes that are not proportional to public awareness to switch to using public transportation. One of the government's efforts to overcome these problems is the development of rail-based land transportation modes. This research aims to find out the problems that occur in Barru Regency, the factors that cause and the reasons for choosing the train transportation mode and analyze the impact of the construction of the Makassar-Parepare Railway line in Barru Regency. This research uses a qualitative method with a study of relevant literature regarding the impact of the construction of the Makassar-Parepere railway line which is then used as a question on the questionnaire and distributed to the community in the surrounding location, then analyzed using the help of Statistical Package for The Social Sciences software. The results of the study obtained the impact during the implementation of the construction of the railway line on the environment resulted in flooding, economic conditions resulted in decreased agricultural land production, social conditions made residents feel uncomfortable. The impact after the operation of the railway line felt by residents for environmental conditions is reduced congestion, economic conditions reduce local labor, and social conditions many resident roads access is covered by the railway body which makes communication between residents disrupted.

Analisis Pemilihan Moda Transportasi antara Kereta Api dan Bus Rute Makassar - Parepare Ditinjau dari Efektifitas dan Efisiensi

Ambarita Rusmiar Merlyn — 2025-09-30

Transportation development by the government is increasingly intensive to be carried out in accordance with public interest, which many choose to travel using public transportation. People then demand to use the most efficient mode of transportation to support travel in today's modern era, through several considerations including economic, social and environmental aspects. Until now, people, especially the city of Makassar, still choose to travel between regions and cities using train and bus transportation. This research will be conducted on the Train and Bus route Makassar- Parepare bus services that will be discussed in this study are buses that start traveling from Makassar Regional Terminal Daya with the aim of Parepare. This research aims to analyze the selection of transportation modes between trains and buses on the Makassar-Parepare route in terms of effectiveness and efficiency. The method used in this research is quantitative method in the form of questionnaire survey and descriptive statistical analysis in collecting data results. The results obtained show that public interest in the two means of transportation is concluded that train transportation is more desirable in terms of effectiveness and efficiency.