Monika Datu Mirring Palinggi
Universitas Kristen Indonesia Paulus

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Pengaruh Penggunaan Serat Rotan Terhadap Stabilitas Dan Durabilitas Untuk Bahan Tambah Campuran Lataston Juinto Siada Putra; Risal Alfin Inrinto; Rais Rahman; Monika.D.M. Palinggi
Paulus Civil Engineering Journal Vol 1 No 1 (2019): Volume 1 No.1, September 2019
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (836.543 KB) | DOI: 10.52722/pcej.v1i1.53

Abstract

Salah satu perkerasan jalan yang sering digunakan di Indonesia yaitu campuran Lataston. Dalam penelitian ini dilakukan pengujian terhadap karakteristik campuran Lataston HRS-WC dan HRS-BASE dengan memanfaatkan serat rotan sebagai bahan tambah. Hasil penelitian menunjukkan bahwa karakteristik bahan perkerasan dengan penambahan serat rotan memenuhi spasifikasi sebagai bahan lapisan perkerasan jalan. Hasil uji Marshall diperoleh karakteristik campuran Lataston HRS-WC dengan kadar serat rotan 10% mendapatkan Indeks Perendaman (IP) / Indeks Kekuatan Sisa (IKS) / durabilitas sebesar 94,77% dan Lataston HRS-BASE dengan kadar serat rotan 10% mendapatkan Indeks Perendaman (IP) / Indeks Kekuatan Sisa (IKS) / Durabilitas sebesar 92,48%. Kata Kunci : Lataston HRS-WC; HRS-BASE; Serat Rotan; Karakteristik Marshall Konvesional; Marshall immertion.
Analisis Bangkitan Perjalanan Berbasis Rumah Tangga pada Perumahan Bumi Tamanlarea Permai Kota Makassar Sandy Nikolas Putra; Rais Rachman; Monika D.M Palinggi
Paulus Civil Engineering Journal Vol 2 No 1 (2020): Volume 2 No.1, Maret 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (365.612 KB) | DOI: 10.52722/pcej.v2i1.119

Abstract

Bumi Tamalanrea Permai Housing is a residential area located in the eastern part of the city. This housing includes large-scale housing around 74 thousand inhabitants. This housing complex has a population that is heterogeneous in terms of socio-cultural, occupational and income levels. The purpose of the research is to model the trip generation of workers in the Bumi Tamanlanrea Permai (BTP) housing complex in Makassar City by taking the travel case in Blocks A, B, L and M.The results showed the characteristics of the population in BTP (Bumi Tamalanrea Pemai) housing are the number of family members, the number of motorcycle ownership, the number of car ownership, the amount of family income, the number of family members who work. The choice of workers' vehicles to take a motorcycle trip is still the most preferred choice for work. In this housing trip generation is influenced by the number of motorcycle ownership, the number of family members who work and the number of family members who attend school / college has a positive effect on the number of trip generation.
Analisis Pengaruh Hambatan Samping Terhadap Kinerja Ruas Jalan Veteran Selatan Indrian Citra; Rais Rachman; Monika D.M Palinggi
Paulus Civil Engineering Journal Vol 2 No 2 (2020): Volume 2 No.2, June 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (679.949 KB) | DOI: 10.52722/pcej.v2i2.128

Abstract

Side barriers are activities next to the road that disrupt the smooth flow of traffic. The path should be used for the unseized traffic flow for the vehicle to stop. As well as many outbound access to the vehicles from the land all the way increases the density of the road. The required road segments should correspond to the existing segments without being interrupted by side barriers. In fact, this road is solid enough at a certain time with a car park and public transportation that lowers passengers along the way. In addition, the number of pedestrians is running or crossing the road segments, and the number of motorised vehicles coming out of the side of the road and slow-moving currents. The research aims to provide a side barrier to whether the traffic is the cause of congestion on South veterans ' roads, or the current dating to the major Independence Pioneer Road section. From the results of data analysis obtained average peak traffic flow during 3 days observation of 1,606.6 SMP/hr, side barriers at the peak current of 283.7 pcu/15 minutes of road capacity of 1474.4 pcu/hr, average degree of saturation of 1.08.
Waktu Tempuh Perjalanan Penduduk Perumahan Puri Yuhana Permai dan Bukit Khatulstiwa Gideon Irianto Minanga; Rais Rachman; Monika D.M Palinggi
Paulus Civil Engineering Journal Vol 2 No 2 (2020): Volume 2 No.2, June 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (764.766 KB) | DOI: 10.52722/pcej.v2i2.130

Abstract

The phenomenon that occurs in Makassar City in terms of travel time is that there are more private vehicle users compared to users of public transportation services. The rapid economic growth in Makassar City affects the people's purchasing power and increases the number of motor vehicle ownership. As a consequence, the trips are longer and the travel time needed is longer and longer than using private vehicles. This study aims to identify the independent variables that affect the travel time of workers who live in Puri Yuhana Permai Housing and Khatulisiwa Hill to get to work, and model travel time based on independent variables that are significant to the travel time of these workers using the multiple linear regression method SPSS 22.0. . The results of the research on each housing show that the variables that have a significant effect on the travel time of Puri Yuhana Permai housing are the mode (X3) and the distance traveled (X4), and the Khtulisiwa Hill is the distance traveled (X4). And it is known that the dominance of the travel time sequence of the Yuhana Yuhana housing complex (15-30 minutes) 47.3%, (30-45 minutes) 32.7%, (<15 minutes) 10.9%, (60 minutes) 9,1 %. Meanwhile, for Bukit Khatulistiwa Housing (15-30 minutes) 37.3%, (30-45 minutes) 28%, (<15 minutes) 18.7%, (60 minutes) or 16%.
Analisis Persepsi Pengguna Jalan Terhadap Fasilitas Penyeberangan di Ruas Jalan AP.Pettarani Oktavianty Batto; Rais Rachman; Monika D.M Palinggi
Paulus Civil Engineering Journal Vol 2 No 3 (2020): Volume 2, No.3, September 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (465.195 KB) | DOI: 10.52722/pcej.v2i3.138

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Pedestrian Bridge is a pedestrian facility that is very useful for smooth traffic. Meanwhile, from the observations, the Pedestrian Bridge on Jalan A.P. Pettarani has not been used optimally, for example, pedestrians still use the road as a medium for crossing. This study aims to determine the characteristics of pedestrians and the perceptions of pedestrians towards the Pedestrian Bridge facility on Jalan A.P. Pettarani. The method used is the interview method using a questionnaire or questionnaire and analyzed by descriptive analysis method. Based on the results of the study, it was found that the characteristics of pedestrians were more dominated by men with an age range of 17-26 years by students, and the perceptions of pedestrians varied greatly, both those who used and did not use the A.P Pettarani Pedestrian Bridge. Of all the variables studied, the variable that influenced the most was the variable X3, namely the distance traveled in which in some cases pedestrians were reluctant to use the Pedestrian Bridge because the distance from the point of traveling to the destination was further away. So that sometimes many pedestrians prefer to cross the road.
Pengaruh Penambahan Abu Bonggol Jagung Pada Tanah Lempung Terhadap Uji California Bearing Ratio Orlinianto Pasauran; Irwan Lie Keng Wong; Monika D.M Palinggi
Paulus Civil Engineering Journal Vol 2 No 4 (2020): Volume.2 No.4, Desember 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (613.191 KB) | DOI: 10.52722/pcej.v2i4.178

Abstract

The methodology in this study is to conduct a series of soil characteristic testing and then design the composition of the Proctor Standard testing mixture to obtain optimum moisture content values, California Bearing Ratio (Unsoaked Design CBR and Soaked Design CBR) to obtain soil support value. The results of the research showed that the soil meets the characteristics of clay soil. From standard compaction testing at point 1 and point 2 with mixed variations of 0%, 2.5%, 5%, 7.5%, 10% experienced an increase in optimum water content and maximum dry density. Corn weevil ash increases the value of CBR soil so that it can be used to increase the carrying capacity of organic clay soil.
Pemanfaatan Batu Sungai Batupapan Kabupaten Luwu Dalam Campuran Laston Lapis Pondasi Yorlan Victor Padatu; Alpius; Monika D.M Palinggi
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (281.309 KB) | DOI: 10.52722/pcej.v3i1.198

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The availability of stones in the Batupapan River and when examined meets the Highways Standard to be used as a mixture of pavement for paving so that the people around Telluwanua District, Luwu Regency and Palopo City can use it to improve the community's economy and support the availability of materials for the government. The purpose of this study was to determine the use of Batupapan River Stones in Telluwanua Subdistrict, Luwu Regency as a mixture of Laston Layer Foundation (AC-BC) by testing the characteristics of the material used and testing the resistance to water immersion by analyzing the remaining Marshall Stability. The method used is an experimental method that is carried out at the Road and Asphalt Laboratory of the Civil Engineering Study Program of Paulus Indonesia Christian University. The results of testing the characteristics of the Laston Lapis mixture of the foundation and the characteristics of the asphalt mixture are all in accordance with the specifications or standards used. For conventional Marshall testing the characteristics, stability, fluidity, VIM, both VMA and VFB meet all specifications issued by the Director General. The results of the Marshall Bina Marga immersion test in the general specifications of Bina Marga Bina Marga 2018 Division 6 and the remaining Marshal Stability Value (SMS) used below the optimum asphalt content (KAO) of 5.00% is 98.04%, so it can be said that the general specifications on Bina Marga 2018, because the value is not less than 90%.
Pengaruh Penambahan Abu Cangkang Kelapa Sawit Pada Tanah Lempung Paccinongang Kabupaten Gowa Leonard Felix Widyo Sanderan; Irwan Lie Keng Wong; Monika Datu Mirring Palinggi
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (683.154 KB) | DOI: 10.52722/pcej.v3i2.248

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Soil has an important role in a highway construction planning that serves to pass the load from the top layer, but not always the basic soil layer is able to function properly. Therefore, in this study was conducted to find out the effect of the addition of oil palm shell ash on clay soil to UCT (Unconfined Compression Test). The type of soil that will be usedfor penelitian is clay soil taken in Paccinongang area, Gowa Regency. The methodology in this study conducted several soil physical properties testing then Kompaksi testing to obtain optimum moisture content value, and Unconfined Compression Test to get strong press value (qu). The results of the study showed that the soil meets the physical properties of clay soil. From The Free Press Strong test on the ash content of the palm shell 0%, 3%, 6%, 9%, 12% and 15% at point 1 the free press strength value decreased from 0% by 0.362% and increased at 9% by 0.424%. Meanwhile, at point 2, it decreased by 0% by 0.445% and increased at 12% by 0.423%. From the Unconfined Compression Test on Paccinongang clay, Gowa Regency with the addition of oil palm shell ash from both samples, there was an increase in the addition of 9% and 12% of normal clay soil.
Effect of Addition of Coconut Shell Charcoal Ash to Clay Soil on Compaction Test Results Brigita Suzanna; Irwan Lie Keng Wong; Monika Datu Mirring Palinggi
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (317.561 KB) | DOI: 10.52722/pcej.v3i2.257

Abstract

The purpose of this research is to determine the physical properties of clay soil and to analyze the effect of adding coconut shell charcoal ash to the clay soil. The soil samples used in this study came from Tanralili District, Maros Regency, two sample points were taken and the variations in the levels of addition of coconut shell charcoal ash is 0%, 4%, 6%, 8%, 10%. The test method used refers to ASTM (American Society for Testing Materials). The tests carried out were testing the physical properties of the soil in the form of moisture content, specific gravity, Atterberg boundaries, filter analysis, and hydrometer analysis, then a compaction test was carried out to determine the maximum soil density. The results of the test obtained a moisture content value of 28.811%, a specific gravity of 2.58 g / cm3 so that it is classified as organic clay. As well as the plasticity index value of 9.926% with moderate plasticity from the 7% -17% interval. Then from the test results of soil compaction testing with the addition of coconut shell ash, the dry density (gdry) equal to 0.862, 0.886, 0.914, 0.943, 0.962, this means that the soil sample experienced an increase in dry density (gdry) of 11.60%. From the research results it can be concluded that the addition of coconut shell charcoal ash can increase the value of soil dry density so that it can be used to increase the value of the carrying capacity of clay soil.
Pengaruh Perjalanan Penduduk Perumahan Puri Yuhana Dan Bukit Khatulistiwa Terhadap Rantai Perjalanan. Jexon Takaeb; Rais Rachman; Monika Datu Mirring Palinggi
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (452.914 KB) | DOI: 10.52722/pcej.v3i3.290

Abstract

In making a work trip, apart from being faced with the time of departure and the mode used, the journey of the residents of the Puri Yuhana and Bukit Khatulistiwa housing estates on their work trips is not only direct to the right destination but there are several workers who take school children or other families first and then go to the right place. work or take care of office work elsewhere then go to work. This study aims to (1) Identify the Characteristics of Residents of Puri Yuhana Housing and Bukit Khatulistiwa. (2) Knowing the Effect of Traveling Residents of Puri Yuhana Housing and Bukit Khatulistiwa on the Travel Chain. This research was conducted in Puri Yuhana Housing and Bukit Khatulistiwa, Jalan Perintis Kemerdekaan km 4, Biringkanaya sub-district, Makassar. The results showed that the pattern of the travel chain for the residents of the Puri Yuhana Housing was dominant with the pattern of home – taking children to school – workplace – home, significantly influenced by the number of family members who worked and when they came home from work, while the pattern of the travel chain for the residents of Bukit Khatulistiwa Housing was dominant. with the homework – home pattern, significantly influenced by the number of family members, motorcycle ownership, departure time, and travel time