Articles
Kinerja Simpang Bersinyal Jalan Abdullah Daeng Sirua – Batua Raya – Taman Makam Pahlawan Kota Makassar
Febry Gita Kendek;
Rais Rachman;
Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 2 No 1 (2020): Volume 2 No.1, Maret 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar
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DOI: 10.52722/pcej.v2i1.117
This study aims to analyze the performance of signalized intersections in urban commercial areas using the MKJI 1997 method. The research location is Abdullah Daeng Sirua junction - Batua Raya Street - Jalan Taman Makam Pahlawan. The vehicles observed were classified by type, namely motorcycle, light vehicles and heavy vehicles. Based on the results of the study obtained the highest degree of saturation degree 1.4 occurred during the evening rush hour and the lowest during the afternoon rush hour of 0.8. The relationship of current to capacity, the relationship of current to the queue, and the relationship of the current to the delay at the intersection of the Abdullah Daeng Sirua road - Taman Makam Pahlawan Street - Jalan Batua Raya is directly proportional where the greater the current value, the greater the capacity, queue and delay.
Analisis Dampak Hambatan Samping Terhadap Tingkat Pelayanan Jalan Kota Makassar
Rimarya Kristanti;
Rais Rachman;
Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 2 No 2 (2020): Volume 2 No.2, June 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar
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DOI: 10.52722/pcej.v2i2.133
The side obstacle factor is one of the causes of traffic congestion which can affect the level of service of a road. Where congestion is a traffic flow problem caused by an increase in the volume of vehicles on a road section and by side obstacles. The aim is to determine the traffic flow and the impact of side obstacles on the degree of saturation on the Perintis Kemerdekaan road km.8 using the Indonesian Road Capacity Manual (MKJI) in 1997. Based on the calculation and analysis of data obtained the largest traffic flow on Monday, namely 1686.41 SMP / hour, the biggest side obstacle on Saturday is 502.4 and the highest degree of saturation is obtained on Monday afternoon at 0.78 which is where the flow is close to unstable at certain peak hours where the greater the side obstacles the greater the degree of saturation.
Kinerja Ruas Jalan Urip Sumoharjo Depan Kantor Gubernur Di Era New Normal
Louise Elizabeth Radjawane;
Fandy Irwanto Pasenggong;
Rais Rachman
Paulus Civil Engineering Journal Vol 2 No 4 (2020): Volume.2 No.4, Desember 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar
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DOI: 10.52722/pcej.v2i4.179
The Covid-19 pandemic affects the mobility of the people of Makassar City in particular, so the local government has made several policies to reduce the potential for the spread of disease outbreaks, one of which is the new normal so that it can affect the performance of these roads which have high activity. This study aims to determine the performance of urban sections during the new normal period and the Indonesian Road Capacity Manual, 1997 method is used as a reference. Increasing traffic flow decreases the average space velocity and but increases the density value and the degree of saturation, this decreases the segment performance. The lower the average spatial velocity the higher the density value. With the alternative of increasing the performance of the section, it can increase the level of road service to C at the highest flow and speed, reduce the density and degree of saturation.
Pengujian Karakteristik Campuran AC-BC Yang Menggunakan Batu Gunung Baba, Tana Toraja
James Alfrian;
Alpius;
Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar
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DOI: 10.52722/pcej.v3i1.196
This study was intended to determine the aggregate characteristics of the Batu Gunung Baba Tana Toraja Regency in the AC-BC mixture. The method is to conduct a series of characteristic tests for coarse, fine, and filler aggregates then design the composition of the AC-BC mixture and Marshall test to obtain the characteristics of the mixture and test the Marshall Immersion to obtain Marshall Stability The optimum residual bitumen content mixture. The results showed that the characteristics of the pavement material in the form of Mount Baba stone met the specifications as a road pavement coating material. Through the Marshall test, the characteristics of the AC-BC mixture were obtained with asphalt content of 5.0%, 5.50%, 6.0%, 6.50%, 7.0%. The results of Marshall Immersion test for AC-BC mixture with optimum asphalt content of 5.50%, obtained the remaining Marshall Stability of 96.47% fulfilling the 2018 Highways Specification, which is at least 90%.
Pemanfaatan Batu Gunung Limbong Kecamatan Rantepao Dalam Campuran Stone Matrix Asphalt Kasar
Chelia Febriyani Timbonga;
Alpius;
Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar
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DOI: 10.52722/pcej.v3i1.200
In this study, using the aggregate from the Mount Limbong stone for a mixture of coarse Stone Matrix Asphalt. The research objective was to determine the aggregate characteristics and composition of the crude SMA. The results showed that the characteristics of the pavement material in the form of Limbong mountain rock, Rantepao District, met the specifications as a road pavement coating material. Through the conventional Marshall test, the characteristics of the mixture of rough Stone Matrix Asphalt (SMA) mixture with asphalt content are 6.00%, 6.25%, 6.50%, 6.75%, and 7.00%. Marshall Immersion test results obtained Remaining Marshall Stability of 94.16% with asphalt content of 7.00% fulfilling the requirements, namely> 90% in accordance with the General Specifications of Bina Marga 2018.
Kajian Penggunaan Batu Gunung Barani Untuk Bahan Campuran AC-BC
Ivon Tambing;
Alpius;
Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar
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DOI: 10.52722/pcej.v3i1.201
This study aims to determine the characteristics of the Mount Barani rock, determine the composition of the AC-BC mixture and the remaining Marshall Stability in the AC-BC mixture by referring to the 2018 General Specifications. The results of this study indicate that the characteristics of the aggregates originating from Mount Barani, Manggau Village, have met specifications according to the 2018 Bina Marga Standard with a coarse aggregate composition design of 42.82%, 45.73% fine aggregate, 5.45% filler, and the optimum asphalt content is 6.00%. After doing the Conventional Marshall test, the characteristics of the asphalt mixture were obtained that had met all the standard specifications. Marshall Immersion (Marshall Stability Remaining) in the AC-BC mixture using the aggregate from Mount Barani, Manggau Village, meets the General Bina Marga 2018 standard / specification, which is at least 90%.
Durabilitas Campuran AC-BC yang Menggunakan Batu Gunung Baba Kabupaten Tana Toraja
Cindy Pasilaputri;
Alpius;
Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar
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DOI: 10.52722/pcej.v3i3.286
Several factors that can affect road damage are excessive traffic load, temperature (weather), water, and pavement construction that does not meet the technical requirements. The durability of an asphalt mixture is the resistance of the mixture to the effects of water, water vapor, and temperature. A mixture with a high durability value provides a good mix quality and long-term use. The purpose of this study was to determine the durability of the AC-BC mixture using Mount Baba stone. The general specifications of Bina Marga in 2018 are the reference in this study. By using the standard Marshall test method, the results obtained through the Marshall AC-BC mixture immersion test with a duration of immersion time of 0.5 hours, 12 hours, 24 hours, 36 hours, 48 hours, 60 hours with a durability value of 95.49% - 86.99%. The increase in immersion time causes a decrease in the durability of the mixture.
Kajian Perencanaan Tebal Perkerasan Jalan Nasional Poros Bua – Rantepao
Ayukardona;
Rais Rachman;
Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar
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DOI: 10.52722/pcej.v3i4.334
This research was conducted to redesign the flexible pavement thickness of the Bua – Rantepao road using the Road Pavement Design Manual method 2013 set by the Ministry of Public Works, Directorate General of Bina Marga in 2013. The acceleration of the improvement of Jalan Bua - Rantepao is carried out because there are many heavy vehicles that pass, causing the building to be more easily damaged and the presence of tourist objects that trigger the level of traffic congestion. The data collection was in the form of primary data on traffic conditions on Jalan Bua - Rantepao and ADT and secondary data in the form of CBR data. Based on the results of the research on pavement thickness planning using the Road Pavement Design Manual method 2013, the results obtained are design 3 pavement thicknesses with a surface layer of 40 mm thick AC-WC, 155 mm thick AC-BC, the top foundation layer using 150 mm thick CTB and the lower foundation layer using LPA class A with a thickness of 150 mm. If the CTB is difficult to implement or there are insufficient resources to do it, the solution is to use the 3A design, namely the AC-WC surface layer with a thickness of 40 mm, an AC-BC layer with a thickness of 60 mm and an AC-Base layer with a thickness of 80 mm. The thickness of the LPA class A sub-base layer is 300 mm thick. The effective method that can be used is the 2013 Bina Marga method, design 3A, 40 mm thick AC-WC surface layer, 60 mm thick AC-BC layer and 80 mm thick AC-Base. The thickness of the LPA class A sub-base layer is 300 mm thick.
Analisis Bangkitan Perjalanan Penduduk Pada Kompleks Perumahan Taman Sudiang Indah
Dane Cheber Yusmar Tandioga;
Rais Rachman;
Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar
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DOI: 10.52722/pcej.v3i4.340
Taman Sudiang Indah Residence, Biringkanaya Subdistrict, PAI Village is located on the outskirts of Makassar City with a population of ± 2,619 people which will cause travel. Residential generation - trip generation for residents who can be lazy on the road network to the place of activity. This research was conducted to determine household characteristics and household travel characteristics and to model trip generation in Taman Sudiang Indah residence estate.This survey was conducted by filling out a questionnaire in google form. Analyzing the data with descriptive statistical methods of correlation test and multiple linear regression. The results showed that the factors influence trip generation in the Taman Sudiang Indah residence complex were the average family income (X4), the number of working family members (X5), and the number of family members attending school/college (X6) to the number of generation (Y). The trip generation equation model for Taman Sudiang Indah residence is Y = 1.2730 + 0.095 X4 + 0.371 X5 + 0.273 X6, the value of the coefficient of determination (R2) is 25.3% and the value of the correlation coefficient (R) is 50.3%.
Pemanfaatan Batu Sungai Pattunuang Kabupaten Maros Pada Campuran AC-BC
Yerikho Esak Panggalo;
Alpius;
Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar
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DOI: 10.52722/pcej.v4i1.374
In the transportation of the development of road-building and improvements are also increasing for the welfare of the community. This research aims to find out how the aggregate characteristics of the Pattunuang River of Maros Regency, asphalt characteristics, weight of filler types, and mixed characteristics. The method used is the conventional Marshall method to obtain the properties of the mixture, Marshall Immersion to obtain Marshall Stability from the remaining mixtures. The results of the study showed that the characteristics of pavement materials in the form of Pattunuang River Stone Maros Regency meet the technical requirements as a pavement material. Through the design of the mixture AC-BC coarse aggregate 42.82%, fine aggregate 45.73%, filler 5.45% dan optimum asphalt rate 6.00%. The mixed properties of AC-BC are Stability, flow, VIM, VMA, and VFB that meet the Bina Marga Specification 2018. Through testing Marshall Immersion mix AC-BC with Aspal Optimum content of 6.00% obtained Residual Marshall Stability of 91.69 % meets Bina marga specification 2018 at least 90%.