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All Journal Jurnal Teknik Sipil dan Teknologi Konstruksi Sinergitas Multidisiplin Ilmu Pengetahuan dan Teknologi (SMIPT) Matriks Teknik Sipil Paulus Civil Engineering Journal

Rais Rachman

Universitas Kristen Indonesia Paulus

Author-ID : 2744443

Agriculture, Biological Sciences & Forestry Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Electrical & Electronics Engineering Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mechanical Engineering Transportation

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Kinerja Simpang Tak Bersinyal Sultan Alauddin dan Monumen Emmy Saelan di Era New Normal Winarno Saelan; Rais Rachman; Sufiati Bestari
Paulus Civil Engineering Journal Vol 2 No 4 (2020): Volume.2 No.4, Desember 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The peak of traffic flow, the calculation of the intersection capacity, and the degree of saturation of the unsigned intersection referring to the Indonesian Highway Capacity Manual, 1997. This study aims to determine the degree of saturation of the unsigned intersection of Sultan Alauddin and Monumen Emmy Saelan Street, Makassar during the new normal period. The traffic survey on Monday and Thursday Indicated weekdays, the survey on Saturday indicated holidays. The vehicles enumerated were light vehicles, heavy vehicles, motorcycles, and unmotorized. The proportion of unmotorized and motorcycles was calculated in the analysis of intersection capacity. The Peak of traffic flow occurred in the afternoon which indicated the working days, the results are as follows, Q = 6917.3 pcu/hour, intersection capacity (C) = 4350,18 pcu/hour, degree of saturation (DS) = 1.59.

Karakteristik Campuran SMA Kasar Menggunakan Batu Sungai Sa’dan Kecamatan Sesean Toraja Utara Arung Dating Sandabunga; Nur Ali; 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

The methodology in this study is to conduct a series of characteristic tests in the form of rough aggregates, fine aggregates, fillers and asphalt and then design the composition of the mixture then make the test objects in the form of rough Stone Matrix Asphalt mixture as well as Marshall testing to obtain Immersion Index / Residual Strength Index / Blend durability using optimum asphalt levels.The results of the research showed the characteristic material meets Bina Marga General Specification 2018 as a layer material of road hardening. Through the marshall test obtained characteristics of Stone Matrix Asphalt Rough mixture with asphalt levels of 6.00%, 6.25%, 6.50%, 6.75%, and 7.00%. Marshall Immersion mixed Stone Matrix Asphalt Rough test results with optimum asphalt rate of 7.00% obtained Time Strength Index of 97.53% which meets Bina Marga General Specification 2018 which is at least 90%.

Pengaruh Penambahan Bubuk Gypsum Pada Tanah Lempung Terhadap Uji California Bearing Ratio (CBR) Desgian Malle’ Pangadongan; Rais Rachman; Irwan Lie Keng Wong
Paulus Civil Engineering Journal Vol 2 No 4 (2020): Volume.2 No.4, Desember 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

In Indonesia, there are many building constructions with poor soil condition. Therefore, the land needs to be stabilized in order to meet the necessary technical requirements. One method of improvement is adding chemical mixing materials such as gypsum. One of the parameters that can be seen on good soil soil is bearing capacity. The bearing capacity of the soil can be determined by testing the California Bearing Ratio (CBR). Aims of this study was to determine the physical properties of clay soil and to analyse the effect off adding gypsum powder to clay soil on the CBR Value. The results of the research are the largest CBR value occurred in soil samples mixed with gypsum powder as much as 8% where point 1 the CBR value was 5,67% and point 2 was 4,13%.

Pemanfaatan Batu Sungai Sa’dan Toraja Utara Sebagai Campuran Stone Matrix Asphalt Halus Riki Adi Jansen; Nur Ali; 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

The Sa'dan River in Pangli, Sesean District, is one of the rivers in North Toraja Regency which has a source of stone which can be used as road pavement material. However, the material has never been tested labotarium as one of the requirements to be used as a material for pavement especially the mixture of Stone Matrix Asphalt (SMA). The purpose of this study was to determine the use of the Sa'dan river stone as a mixture of Fine Asphalt Stone Matrix using variations of asphalt content of 6.00%, 6.25%, 6.50%, 6.75% and 7.00%. The specifications used are the Specifications of Bina Marga 2018 Division 6 Revis1 1. Based on the results of testing stones from the Sa'dan river, Pangli sub-district, Sesean District, North Toraja Regency, it can be used as a material for a fine mixture of Stone Matrix Asphalt (SMA). The asphalt content that can be used in this mixing, can use asphalt levels between 6% to 7% but to get a more water-resistant mixture can use an asphalt content of 7%. The results of the Marshall immersion test using 7% asphalt content was 96.30%, this indicates that the mixture will withstand immersion for 24 hours.

Penggunaan Batu Gunung Patangdo Kapa’ Kabupaten Tana Toraja Dalam Campuran AC-BC Noviana Debi; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The purpose of this study was to laboratory test the use of Mount Patangdo Kapa 'Rock in Tana Toraja Regency as a mixture of AC-BC by varying the use of asphalt with a content of 5.50% 5.50% 6.50% 6.50% 7.00% and testing the resistance. The mixture to immersion temperature. The methodology in this study used a method consisting of a series of characteristic tests for coarse, fine, filler, and asphalt aggregates, then designing the composition of the mixture, then proceeding to make the test object, namely the AC-BC mixture through the MIX Design experiment to obtain the value of the Residual Strength Index using the optimal asphalt content. . The results show that the characteristics of the pavement material in the form of Patangdo Kapa 'Mountain Rock'Tana Toraja Regency have met the 2018 Highways Standard Specification as material in road pavement, especially in AC-BC mixture through testing with characteristics and with asphalt content of 5.00%, 5.50%, 6.00%, 6.50%, and 7.00%. Marshall immersion test results of AC-BC mixture using optimum asphalt content of 6.00% obtained a residual strength index (IKS) / durability of 93.47%. So this shows that the test meets the requirements of at least 90% and meets the 2018 Highways Specifications.

Effect of Addition of Palm Oil Shell Ash on Clay with Direct Shear Test Christy Agata Makupiola; Rais Rachman; Irwan Lie Keng Wong
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

The purpose of the study was to analyze the results of the physical properties of the clay used and to analyze the effect of adding oil palm shell ash to the clay on the direct shear test. From the results of testing the physical properties of the soil, the soil samples came from Jalan Yusuf Bauty, District. Somba Opu, Gowa Regency is an organic clay soil with moderate plasticity, according to the USCS soil classification system, the soil is classified as fine-grained OH group (organic clay with moderate plasticity and according to the AASTHO system the soil sample includes A-7-5. Direct Shear Test) with the addition of oil palm shell ash from the three samples, it can be seen that oil palm shell ash is able to increase cohesion (c) at each percentage addition of oil palm shell ash, but at the shear angle there is an erratic addition at each percentage addition of shell ash. palm oil, this is because oil palm shell ash only has tensile stress as a binder. From the results of research conducted, the addition of oil palm shell ash has an effect on shear strength, this shows that oil palm shell ash can be used for stabilization,

Utilization of Mount Pasapak Stone, Bambang Sub-district, Mamasa Regency as Aggregate for Laston WC Roy Cristian Ponglabba; Rais Rachman; Alpius
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

PeneIitian ini membahas tentang campuran Iaston WC dengan memanfaatkan sumber daya aIam berupa batu gunung yang berasaI dari Pasapak Kecamatan Bambang Kabupaten Mamasa sebagai agregat daIam campuran. PeneIitian ini diIakukan di Laboratorium Jalan dan Aspal Universitas Kristen Indonesia Paulus Makassar. MetodoIogi pada peneIitian ini yaitu pemeriksaan karakteristik agregat, karakteristik aspaI dan berat jenis FiIler. SeteIah serangkaian pemeriksaan karakteristik diIakukan, maka diIanjutkan dengan rancangan komposisi campuran dan pembuatan benda uji Iaston WC. Benda Uji laston WC kemudian diuji meIalui pengujian MarshaIl konvensionaI untuk memperoIeh karakteristik dari campuran meIiputi Stabilitas, FIow, VMA, VlM dan VFB. SeteIah diketahui karakteristik campuran, seIanjutnya adaIah pembuatan benda uji kadar aspaI optimum (KAO) dimana KAO untuk campuran Iaston WC ditentukan berdasarkan niIai stabiIitas tertinggi. Benda Uji KAO kemudian diuji meIalui pengujian MarshaIl lmmersion untuk memperoIeh niIai StabiIitas MarshaIl Sisa. HasiI dari peneIitian ini diperoIeh karakteristik campuran Iaston WC dengan kadar aspaI 5,50 %, 6,00 %, 6,50 %, 7,00 %, 7,50 % dan StabiIitas MarshalI Sisa (SMS) sebesar 97,24% memenuhi Spesifikasi Umum Bina Marga 2018.

Pemanfaatan Limbah Styrofoam Sebagai Bahan Tambah Campuran AC-BC Yang Menggunakan Sungai Bittuang Nelmayanti Sambo; 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

This study was intended to determine the characteristics of the mixture of intermediate layers of concrete with the addition of styrofoam waste in the mixture of intermediate layers of concrete. The composition of the mixture of intermediate lasts and Marshall test to get the characteristics of the mixture of intermediate layers of concrete with the addition of straw ash Styrofoam waste as a cement filler substitution. The results of testing the characteristics of the Asphalt Concrete – Binder Course (AC-BC) mixture using Styrofoam waste added material through the Conventional Marshall test, namely if the Styrofoam waste content is 1%, then the VIM, VMA, and Flow values decrease at each Styrofoam waste level, while for Stability and VFB values always increase at each level of Styrofoam waste. The Marshall Immersion test results obtained a Stability value of the mixture that could withstand Immersion for 24 hours.

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

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

Pengaruh Styrofoam Sebagai Bahan Tambah Pada Campuran Laston Lapis Aus Naisel Lolok; Nur Ali; Rais Rachman
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Styrofoam is waste from the disposal of electronic material buffers. This waste can be found in several main places in electronic store warehouses. This study aims to determine the value of the characteristics of the mixture of Laston Lapis Aus the effect of Styrofoam as an additive on the characteristics of the mixture of Laston Lapis Aus which uses the Malili river aggregate and Styrofoam as an added material through testing. The method used is the Conventional Marshall Method which tests and analyzes the characteristics of the mixture. The results showed the characteristics of the Laston Lapis Aus mixture using Malili River Stone and Styrofoam as added materials. Through Marshall test testing, the mixed characteristic values, namely stability, flow, VIM, VMA, and VFB all met the General Specifications of Highways 2018. The effect of adding Styrofoam to the mixture Laston Lapis Aus is able to fill voids in the mixture which makes the voids smaller, making the bonds between the aggregates stronger so that with the addition of Styrofoam the mixture becomes more water-resistant/resistant to water, weather and traffic loads.

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

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