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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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Articles

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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

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.

Pemanfaatan Agregat Sungai Mawa Kecamatan Cendana Dalam Campuran AC-WC Irene Sion Kondo Sosang; Alpius; Rais Rachman
Paulus Civil Engineering Journal Vol 2 No 1 (2020): Volume 2 No.1, Maret 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This research is intended to examine the characteristics of AC-WC mixture by utilizing aggregates from the Mawa river, Cendana District. The method in this research is to conduct a series of characteristics testing in the form of fine aggregates, coarse, and fillers then design the composition of the mixture then manufacture test specimens in the form of AC-WC mixture and Marshall test to obtain the mixture characteristics and Marshall Immersion test to obtain an Immersion Index (IP) / Index Residual Strength (IKS) / Durability of mixes with optimum asphalt content. The results of the study showed that the characteristics of the pavement material in the form of aggregates from the Mawa river, Cendana District meet the specifications as road surface lining materials. Through the Marshall test the AC-WC mixture characteristics obtained with asphalt content of 5%, 5.5%, 6%, 6.5%, 7% meet the requirements issued by the Directorate General of Highways of the Ministry of Public Works of the Republic of Indonesia, General Specifications 2018. Results Marshall Immersion testing of AC-WC mixture at optimum asphalt content of 7% gets an Immersion Index (IP) / Residual Strength Index (IKS) / Durability of a mixture of 94.81% which means it exceeds the boundary requirement of ≥ 90% so the mixture is resistant to immersion in water .

Penggunaan Agregat Sungai Batu Tiakka’ dalam Campuran AC-BC Gabriel Pabia Palimbunga; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 2 No 2 (2020): Volume 2 No.2, June 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study was intended to determine the characteristics of the use of the Batu Tiakka River aggregate in the AC-BC Mixture. The method in this study is to conduct a series of testing the characteristics of coarse, fine aggregate, and filler then design the composition of the AC-BC mixture and Marshall test to obtain the mixture characteristics and Marshall immersion test to obtain the residual strength index (IKS) using optimum asphalt content. The results showed that the characteristics of the pavement material in the form of Batu Tiakka River Saluputti District meet the General Specifications of Bina Marga 2018 as a pavement lining material. Through the Marshall test obtained the characteristics of a mixture of AC-BC with asphalt content of 5.00%, 5.50%, 6.00%, 6.50%, 7.00%. The Marshall immersion test results of the AC-BC mixture with an optimum asphalt content of 7.00% obtained a Time Strength Index (IKS) of 93.47% that meets the General Specifications of the 2018 Highways which is 90%. Where the results of this study can be concluded that the Batu Batu aggregate Salakutti Sub-district can be used as road pavement material in AC-BC mixture because it meets the 2018 Bina Marga General Specifications.

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

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%.

Pengaruh Penggunaan Limbah Kantong Plastik Sebagai Bahan Tambah dalam Campuran Ac – Base Dody Pagewang; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 2 No 2 (2020): Volume 2 No.2, June 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study was intended to determine the effect of using plastic bag waste as an added ingredient in the Ac-Base mixture. The method in this research is to conduct a series of testing the characteristics of coarse, fine aggregate, filler and asphalt then design the composition of the AC-BASE mixture and Marshall test to obtain the mixture characteristics by Marshall Immersion testing to obtain the remaining strength index (IKS) using optimum asphalt content. The results of research conducted at the Road and Asphalt Laboratory of the Faculty of Civil Engineering, Indonesian Christian University, Paulus Makassar, showed that the characteristics of pavement materials in the form of aggregates from the Jeneberang River which were added with plastic bag waste met 2018 Highways Quality Specifications as road pavement coating materials. Through the Marshall test obtained the characteristics of AC-BASE mixture with plastic content 0.00%, 0.50, 1.00%, 1.50%, 2.00%. The results of the Marshall Immersion test of AC-BASE mixture with an optimum plastic content of 2.00% obtained a Residual Strength Index (IKS) of 98.31% which met the General Specifications of the 2018 Highways which is 90%.

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

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.

Studi Karakteristik Campuran AC-BC Berdasarkan Limbah Kantong Plastik Sebagai Bahan Tambah Sri Yuniarti; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 2 No 2 (2020): Volume 2 No.2, June 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This research is intended to study the characteristics of a mixture of AC-BC using plastic bag waste as added material. Mixing is done by adding pieces of plastic to the asphalt mixture using a dry method. The method in this research is to conduct a series of testing the characteristics of coarse, fine, and filler aggregates then design the AC-BC mixture composition and Marshall testing to obtain mixture characteristics and Marshall Immersion testing to obtain the residual strength index (IKS). Through the Marshall test, the level of plastic bag waste used is 0%, 0.5%, 1%, 1.5%, and 2%. The results of research conducted at the Road and Asphalt Laboratory of the Faculty of Civil Engineering, Indonesian Christian University, Paulus Makassar, showed that the use of additives in intermediate asphalt concrete mixtures can increase stability values. The stability value due to the addition of plastic to the asphalt mixture increases compared to asphalt mixture without plastic. The level of good addition of plastic to asphalt mix is 2% because in addition to the high stability value, Marshall parameters such as VIM, Flow, VMA, and VFB have also fulfilled the 2018 Directorate General of Highways Specifications.

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

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.

Analisis Kapasitas Landasan Pacu Sultan Hasanuddin International Airport Rency Bunga Palayukan; Rais Rachman; Ari Kusuma
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 | DOI: 10.52722/pcej.v2i3.141

Sultan Hasanuddin Makassar International Airport, better known as SHIAM, has the status of a major transit airport, especially for flights to the Eastern Indonesia region. This causes the demand for demand to increase, especially when entering peak hours or during holidays, if the number of aircraft that will act at an airport exceeds capacity it will cause an overload on the Air Traffic Management (ATM) system which makes the quality of service better. given Down, for example there is a delay in the implementation of operations. The research objective is to determine the runway requirements for Boeing 737-900.ER aircraft, runways for Boeing 737-800 aircraft, and runways for Airbus A320 aircraft The results of the research on the design of the Boeing 737-900.ER aircraft meet the need for a long runway, the plan for the Boeing 737-800 aircraft meets a long runway, and the existing runway meets the use of Airbus A320 aircraft.

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

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.

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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