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Karakteristik Campuran Laston Lapis Antara Menggunakan Abu Jerami Sebagai Bahan Substitusi Filler Agnis Irman E. Pakka; Rais Rachman; Alpius
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 (384.062 KB) | DOI: 10.52722/pcej.v3i3.296

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This study aims to determine the characteristics the mixture of intermediate layers using straw ash as a substitute for cement filler. The method in this research is to test the characteristics of the straw ash, then design the composition of the intermediate lastton mix, as well as the marshall test to obtain the characteristics of the intermediate layer of lastton using straw ash as a cement filler substitution. Where the ash content of straw used as a substitute for cement filler is 0%, 25%, 50%, 75%, and 100% of the weight of cement filler. The results showed that the stability, Flow, VIM, VMA, and VFB at 0%, 25%, 50% straw ash content met the 2018 bina marga specifications, while VMA at 75% straw ash content did not meet the 2018 bina marga specifications, and VMA, VFB at 100% straw ash content also does not meet the 2018 bina marga specifications.
Karakteristik Campuran Laston Lapis Aus yang Menggunakan Agregat Limbah Beton Yanti; Rais Rachman; Alpius
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 (398.412 KB) | DOI: 10.52722/pcej.v3i3.298

Abstract

The research objective focuses on testing the characteristics of the Laston Lapis Aus mixture, the aggregate taken later to be studied is the aggregate of Concrete Waste. The method used in this study included testing the properties of coarse aggregate, fine aggregate and filler, after that the Laston Lapis Aus mixture design was carried out after that the marshall test was carried out while the marshalltest was carried out namely the conventional marshall to get the characteristic value. The results showed that the characteristics of the pavement material in the form of aggregates from Concrete Waste tested the 2018 Bina Marga General Specifications as road layers. Through Marshall testing, the characteristics of the Laston Lapis Aus mixture were abtained with asphalt levels of 5,50%, 6,00%, 6,50%, 7,00%, and 7,50%.
Penggunaan Limbah Beton Sebagai Agregat Pada Campuran Stone Matrix Asphalt Halus Grace; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (297.347 KB) | DOI: 10.52722/pcej.v3i4.329

Abstract

Concrete waste in Indonesia in general has not been used properly and is left without any handling which will cause its own problems for the environment, therefore it needs processing so that it can be used as a more useful material. This study aims to determine the characteristics of the concrete waste to be used in the Stone Matrix Asphalt mixture, determine the composition of the Stone Matrix Asphalt mixture using concrete waste and determine the ability of the mixture to influence temperature and water after immersion. The research methodology uses the Conventional Marshall method to obtain the characteristics of the waste concrete used in the mixture of Stone Matrix Asphalt and Marshall Immersion to obtain the Marshall Residual stability value. The results showed that the aggregate characteristics of the waste concrete met the requirements for the mixture of road pavements. Based on the mixed composition design, the composition of the mixture obtained for asphalt content is 6.00%, coarse aggregate is 69.50%, fine aggregate is 16.00%, and filler is 8.50. The use of a mixture of Stone Matrix Asphalt Smooth through testing Characteristics of the Conventional Marshall mixture obtained Stability, Meltability (flow), Void In Mix (VIM), Void In Mix Aggregate (VMA) values, meet the specifications, Marshall Immersion test results obtained an immersion index of or Residual Strength 92.02% means that the mixture is resistant to the duration of immersion.
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

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (505.164 KB) | DOI: 10.52722/pcej.v3i4.334

Abstract

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.
Kadar Aspal Optimum Laston Lapis Aus Menggunakan Abu Jerami Sebagai Pengganti Filler Nikodemus Tandung; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (466.466 KB) | DOI: 10.52722/pcej.v3i4.339

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Asphalt as a binder in the LASTON mixture in flexible pavement system has very important influence on design life of the pavement. Therefore, the use of asphalt content is very important as well as the use of straw waste as filler substitute.The method this study is in accordance with the specifications the Bina Marga 2018. The results showed that all the characteristics of the mixture, stability, flow, VIM, and VFB meet the Bina marga 2018 specifications and VMA at asphalt levels of 5.0% -5.5% don’t meet specifications and VMA at asphalt levels 6.0% -7.0% meets specifications. Where the asphalt content used is 5.0%, 5.5%, 6.0%, 6.5%, and 7.0%. The optimum asphalt content obtained is asphalt content 7.0%.
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

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (649.063 KB) | DOI: 10.52722/pcej.v3i4.340

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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%.
Pengaruh Styrofoam sebagai Bahan Tambah dalam Campuran Laston Lapis Antara Richard Marcelenus Pasapan; Nur Ali; Rais Rachman
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (482.482 KB) | DOI: 10.52722/pcej.v3i4.345

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This research is intended to test the use of Styrofoam as an additive in the mixture of Laston Lapis Antara.The methodology used is the design of the Intermediate Laston mixture design and the Marshall immersion test for the characteristics of the mixture. The results of the research through the conventional Marshall test, obtained a mixture of Laston Lapis Antara with Styrofoam content, namely 0%, 1%, 2%, 3%, 4% with an asphalt content of 5.0% meeting the requirements of the 2018 Highways standard. The results of testing the characteristics of the Conventional Marshall Mix of Laston Layer Between with added Styrofoam ingredients are that if the Styrofoam content increases, the VIM, Flow and VMA values decrease at each Styrofoam level, while the Stability and VFB values increase. The effect of adding Styrofoam can improve the performance of the Laston Lapis Antara mixture, where the stability value increases and the meltdown decreases.
Karakteristik Campuran AC-BC Yang Menggunakan Batu Sungai Sadang Kecamatan Duampanua Kabupaten Pinrang Nifre Dirgahayu; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (345.781 KB) | DOI: 10.52722/pcej.v4i1.383

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Technological developments in the field of civil engineering, especially roads, are growing rapidly along with the times. However, the lack of availability of materials used in construction is a problem that needs to be addressed. Therefore, in this study, we tested the Sadang River stone as an aggregate that could be utilized in the pavement mixture, especially the AC-BC layer by using the marshal test method with reference to the 2018 Bina Marga specification. The results obtained from this study were the stability value of 1190,28 kg. -1545,08 kg, flow 2,35 mm -3,85 mm, VIM 4,335% - 3,098%, VMA 14,64% - 18,26%, VFB 70,39% - 83,03%.
Analysis of Availability and Need for Parking Space at Top Mode Stores Jl. Perintis Kemerdekaan Anugrah Sarungngu Timang; Rais Rachman; 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

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (411.91 KB) | DOI: 10.52722/pcej.v4i1.389

Abstract

Parking needs are one of the problems that are inseparable, especially in shopping areas that are important places for consumers in the area, especially private vehicle users, shops must provide parking facilities with the aim that parking characteristics in the shopping area can be overcome, This research aims to determine needs and availability of parking space also the characteristics of parking in Top Mode stores. The method used is the collection of primary data in the field in the form of vehicles coming and exiting for analysis of capacity, volume, accumulation, duration, and parking index, According to planning guidelines and operation of the 1998 ministry of transportation general park facility. The results of this study are the maximum parking volume for cars as many as 18 vehicles at 14:30-14:45 WITA and for motorcycles as many as 72 vehicles at 17:15-17:30. Maximum parking accumulation for cars as much as 66 plots at 17.00-17.15 WITA and for motorcycles as much as 243 plots of parking at 17:30-17:45 WITA Comparing with parking guidelines, some parameters have not met the specifications, much as, volume, accumulation, parking space unit, parking needs, and parking index, parking capacity that can be accommodated for cars of 14 vehicles and for motorcycles of 192 vehicles. Parking needs are 52 plots of parking for cars and 51 plots for motorcycles.
Pemanfaatan Batu Sungai Leoran Kecamatan Cendana Kabupaten Enrekang Sulawesi Selatan Pada AC-WC Tomi Kanallo; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 4 No 2 (2022): Paulus Civil Engineering Journal Volume 4 No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (591.344 KB) | DOI: 10.52722/pcej.v4i2.454

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This study aims to determine the characteristics of the material, the composition of the AC-WC mixture, the use of the AC-WC mixture, and determine the IKS value of the stone of Sungai Leoran, Pinang Village. Testing the characteristics of aggregate, asphalt, and filler then designing LASTON AC-WC followed by conventional Marshall testing and Marshall Immersion testing is the method used. The results of this study indicate that the material from the Leoran River meets the specification standards in road pavement work. The composition used for the AC-WC mixture is 36.75%, fine aggregate 50%, filler 5.75%, with KAO of 7.50%. The Residual Strength Index is 96.57% with a KAO of 7.50%. The results of the study meet the standard specifications, namely obtaining a Residual Strength Index value of 96.57% with an OAC of 7.50%.
Co-Authors Agnis Irman E. Pakka Alpius Andri Rombe Seppo Anugrah Sarungngu Timang Ardianti, Dian Ari Kusuma Ari Kusuma Arnol Mambela Arung Dating Sandabunga Astry Wahyuni Mangoli Ayukardona Bestari, Sufiati Boro, Wona Grace Bram Wisnu Charles Kamba Christy Agata Makupiola Cyntia Sielviana Widya Lambe Dane Cheber Yusmar Tandioga Desgian Malle’ Pangadongan Diki Bangngalino Dodo P Randelabi Dody Pagewang Elizabeth Yohanes Emanuel Laba Fandy Irwanto Pasenggong Febry Gita Kendek Feri Famara Frengki Demmangngaya Timbang Gabriel Pabia Palimbunga Gideon Irianto Minanga Gidion Suretno Panannangan Grace Gusti Sampe Masarrang Helen A.I. Sopacua Henry. S. M. Pirade Herman Welem Tanje Hilioni Felisitas Dengen Hilkia Timba Imanuel Egi Kabangnga Indra .S Kato Irene Sion Kondo Sosang Irwan Lie Keng Wong Irwan Lie Keng Wong Ismawati Tandirerung Jacksen Rante Lebang Jean, March Jexon Takaeb Juinto Siada Putra Jumeitri Ramba Kusuma, Ari Lande, Ruli Lasty Dinulfy R.KS Lea Patti Dalipang Lopuhaa, Bethmarch C Mardi Mangiri Mary Selintung Melsy Sonyalita Singamou Mendi Erina Monalisa Bumbungan Monika Datu Mirring Palinggi Naisel Lolok Nari Ro'son Nelmayanti Sambo Nifre Dirgahayu Nikodemus Tandung Noviana Debi Nur Ali Nur Ali Nur Ali Oktavianty Batto Panji Fifho Milenio Bidang Peri Priawan, Fandy Ardi Rachman, Rais Radjawane, Louise Elizabeth Rembon , Fransisco Rivaldo Rency Bunga Palayukan Richard Marcelenus Pasapan Ricky Setiawan Riki Adi Jansen Rimarya Kristanti Risal Alfin Inrinto Roy Cristian Ponglabba Salma Borong Mallua' Sampe Tondok , Yulianti Nona Sihow Pongtimbang, Gabriel Singamou, Melsy Sonyalita Sri Yuniarti Stanis Alfrian Samban Stevanus Theodorus Londah Tanje, Herman Welem Tomi Kanallo Utami Arruantasik Demmalino Winarno Saelan Wona Grace Boro Yanti Yoel Tabi