Article Per Year (5 Year)
p-Index From 2020 - 2025
5.794
P-Index
This Author published in this journals
All Journal El Tarbawi Pendas : Jurnah Ilmiah Pendidikan Dasar JURNAL INSTEK (Informatika Sains dan Teknologi) Jurnal Agritechno INFOMATEK: Jurnal Informatika, Manajemen dan Teknologi Jurnal Kejaora (Kesehatan Jasmani dan Olahraga) JITU : Journal Informatic Technology And Communication Jurnal Mu'allim Akrab Juara : Jurnal Ilmu-ilmu Sosial G-Couns: Jurnal Bimbingan dan Konseling Jurnal Sosiohumaniora Kodepena (JSK) TASAMUH: Jurnal Studi Islam AbdiTechno (Jurnal Pengabdian Masyarakat) Al-Ubudiyah: Jurnal Pendidikan dan Studi Islam Cendekia: Jurnal Kependidikan dan Kemasyarakatan Al-Istinbath: Jurnal Hukum Islam Journal of Accounting and Finance (JAF) Center of Economic Students Journal (CSEJ) Jurnal Aplikasi Manajemen & Kewirausahaan MASSARO Journal of Empowerment and Community Service BEduManageRs Journal : Borneo Educational Management and Research Journal Al'Adalah Ahsan: Jurnal Ilmiah Keislaman dan Kemasyarakatan Jurnal Media Teknik Sipil Salaga Journal AL-ADABIYAH: Jurnal Pendidikan Agama Islam Journal of Pedagogical and Teacher Professional Development
Mursalim
Unknown Affiliation
Religion Agriculture, Biological Sciences & Forestry Humanities Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Medicine & Pharmacology Physics Public Health Social Sciences Transportation Other

Published : 45 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 10 Documents
Search
Journal : Jurnal Media Teknik Sipil

 1 
REKAYASA PENGURAIAN KEPADATAN LALU LINTAS PADA PERSIMPANGAN (Studi Kasus Jalan Abdullah Daeng Sirua, dan Jalan Adyaksa Baru Makassar) Fonso, Robin; Rumengan, Yuada; Mursalim
Jurnal Media Teknik Sipil Vol. 1 No. 1 (2023): Jurnal MeDia Teknik Sipil, Vol. 1, No. 1, 2023
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Atma Jaya Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56963/judiateks.v1i1.9

Abstract

Persimpangan ialah bagian yang sangat krusial dari jalan raya sebab sebagian besar efisiensi, keamanan, kecepatan, biaya operasional serta kapasitas lalu lintas tergantung di perencanaan persimpangan. Adanya perencanaan persimpangan yang baik menghasilkan lalu lintas yang lancar. Penelitian ini bertujuan untuk  mengetahui panjang antrian pada persimpangan Jalan Abdullah Daeng Sirua dan Jalan Adyaksa Baru Makassar dan untuk mengurai panjang antrian pada persimpangan Jalan Abdullah Daeng Sirua dan Jalan Adyaksa Baru Makassar. Penelitian ini memodelkan 11 alternatif perencanaan dengan   mengubah ubah waktu siklus  lalu lintas (APILL) . Software yang digunakan untuk membantu penelitian adalah PTV Vissim 2022 dan Measure Distance untuk membantu mengukur panjang antrian yang terjadi. Hasil penelitian dari 11 pemodelan alternatif  tersebut , menunjukkan bahwa  model  awal perencanaan yang ada di lapangan dengan waktu siklus 90 detik   memiliki panjang antrian pada Jalan Abdullah Daeng Sirua (Utara) sepanjang 152m, Jalan Abdullah Daeng Sirua (Selatan) sepanjang 95m, dan jalan Adyaksa Baru (Timur) sepanjang 119m. Setelah melakukan banyak percobaan maka disimpulkan alternatif yang diambil adalah alternatif 3 dengan waktu siklus 60 detik  serta memiliki panjang antrian  pada Jalan Abdullah Daeng Sirua (Utara) sepanjang 152m, Jalan Abdullah Daeng Sirua (Selatan) sepanjang 82m, dan Jalan Adyaksa Baru (Timur) sepanjang 84m.
ANALISIS PRODUKTIVITAS TENAGA KERJA PADA PEKERJAAN KOLOM (STUDI KASUS : PROYEK PAGAR BATAS CLUSTER G CITRALAND TALLASA CITY MAKASSAR) Thioritz, Stevy; Mursalim; Sombolayuk, Gerry Geraldo
Jurnal Media Teknik Sipil Vol. 1 No. 1 (2023): Jurnal MeDia Teknik Sipil, Vol. 1, No. 1, 2023
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Atma Jaya Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56963/judiateks.v1i1.13

Abstract

Penelitian ini membahas tentang produktivitas tenaga kerja pada Proyek Pagar Batas Cluster G Citraland Talllasa City Makassar dengan tujuan mengetahui tingkat produktivitas dan mencari produktivitas paling baik antar produktivitas lapangan, analisis SNI 7394:2008 dan Permen PUPR No. 28-2016. Metode yang digunakan dalam penelitian ini yaitu observasi lapangan dan wawancara terhadap kelompok kerja yang terlibat dalam pekerjaan kolom. Pengolahan data dilakuan dengan menggunakan aplikasi Microsoft Excel dengan cara mencari koefisien pada tiap item yang ditinjau lalu dikonversi menjadi satuan orang-jam. Koefisien tersebut dikalikan dengan volume untuk mendapatkan jumlah tenaga kerja yang kemudian dibandingkan dengan SNI 7394:2008 dan Permen PUPR No. 28-2016 yang koefisiennya telah dikonversi menjadi satuan orang-jam.Hasil penelitian menunjukkan produktivitas tenaga kerja berdasarkan jumlah tenaga kerja dalam menyelesaikan satu satuan pekerjaan pada pekerjaan kolom meliputi pekerjaan pembesian, bekisting dan pengecoran pada Proyek Pagar Batas Cluster G Citraland Tallasa City Makassar lebih produktif dibandingkan SNI 7394:2008 dan Permen PUPR No. 28-2016.
ANALISIS PERSEPSI PENUMPANG TERHADAP PELAYANAN DAN WAKTU PERJALANAN “TEMAN BUS” TRANS MAMMINASATA DI KOTA MAKASSAR (STUDI KASUS KORIDOR II: MAL PANAKKUKANG-BANDARA SULTA HASANUDDIN) Leatemia , Janoval; Mursalim; Kalangi, Hendry Tanoto
Jurnal Media Teknik Sipil Vol. 2 No. 1 (2024): Jurnal MeDia Teknik Sipil, Vol. 2, No. 1, 2024
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Atma Jaya Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56963/judiateks.v2i1.371

Abstract

Public transportation that is orderly, economical, smooth, safe and comfortable is the choice made in developing an urban public transportation system. Buy the service is a service purchasing system by the government for public transport operators, TEMAN Bus (Transportation, Economical, Easy, Reliable and Comfortable) is the implementation of a service purchasing program or better known as buy the service (BTS) by the Ministry of Transportation of the Republic of Indonesia. This research aims to determine passenger perceptions of TEMAN Trans Mamminasata Bus service and travel times. This type of research uses descriptive research with a quantitative approach. To determine passenger perceptions using a scoring system developed from the Likert scale in data processing which is expressed in 6 variables for service level, namely safety, security, equality, affordability, comfort, regularity. Meanwhile, to determine travel time, use the direct measurement method by measuring the time from the point of departure to the point of destination. Based on the results of the research carried out, it was obtained that passenger perceptions of the TEMAN Bus Trans Mamminasata service received a score of 4.630 with a percentage of 92.601% (very good). The travel time for Panakkukang Mall-Sultan Hasanuddin Airport is 1 hour 15 minutes 32 seconds, Sultan Hasanuddin Airport-Panakkukang Mall is 1 hour 2 minutes 2 seconds and Panakkukang Mall- Sultan Hasanuddin Airport-Panakkukang Mall is 2 hours 17 minutes 34 seconds.
Analisis Kerusakan Lapis Permukaan Perkerasan Lentur Menggunakan Metode Pavement Condition Indeks (PCI) (Studi Kasus: Jalan Mustafa Daeng Bunga, Kabupaten Gowa) Khosasi, Anita; Mursalim; Kalangi, Hendry Tanoto
Jurnal Media Teknik Sipil Vol. 2 No. 1 (2024): Jurnal MeDia Teknik Sipil, Vol. 2, No. 1, 2024
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Atma Jaya Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56963/judiateks.v2i1.374

Abstract

This study aims to determine the type of road surface damage that occurs on the Mustafa Daeng Bunga Road section using the Pavement Condition Index (PCI) method where this method has a road damage assessment index starting from 0 for failed pavement conditions and 100 for very good pavement conditions so that the review is carried out every 50 meters per segment with a total of 46 segments reviewed with a total road length of 2300 meters. Based on the results of this study, there were only 11 segments of road surface damage from a total of 46 segments, for the final calculation of PCI obtained in each segment of the road damage area in the (STA 1 + 450) perfect road category, (STA 1 + 500) failed road category, (STA 1 + 900 bad road category, (STA 1 + 950) good road category, (STA 2 + 00) sufficient category (STA 2 + 50) good category, in this segment it becomes a priority segment to be repaired immediately (STA 2 + 100) obtained values ranging from 0, 2, 15 and 25 with the category of failed roads, (STA 2 + 150) very good road category, (STA 2 + 200) good road category, (STA 2 + 250) good road category, (STA 2 + 300) very good road condition category, for total damage assessment for 11 segments, this area is included in the poor road category with a PCI value of 37.
Analisis Pengaruh Volume Lalulintas Terhadap Tingkat Kebisingan Kawasan Jalan Sungai Saddang Lama Tjandra, Jericho; Thioritz, Stevy; Mursalim
Jurnal Media Teknik Sipil Vol. 2 No. 2 (2024): Jurnal MeDia Teknik Sipil, Vol. 2, No. 2, 2024
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Atma Jaya Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56963/judiateks.v2i2.437

Abstract

As the population increases and economic development certainly causes an increase in traffic volume in an urban area, and also of course every vehicle produces noise, each noise depends on each type of vehicle used. This study discusses the effect of traffic volume on the noise level of traffic activities that occur in the Jalan Sungai Saddang Lama area which aims to determine the average value of noise that occurs in 1 day or 24 hours and conduct hypothesis testing between day and night noise levels. This research was conducted using a digital sound level meter as a measure of noise and traffic counter application as a counter of the number of vehicles traveling, while the software used to test the hypothesis is Matlab. The results showed that the equivalent noise level produced by vehicles in the area of Sungai Saddang Lama Road averaged around 78,1dbA, and the relationship between the effect of traffic volume and noise level was stated to have a very strong relationship for the first day, while the second day was stated to have a fairly strong relationship and the third day was stated to have a very strong relationship. Hypothesis testing is done by comparing 2 variables, namely between noise levels during the day and night with their respective classifications, then the results of the hypothesis test H = 0 are accepted as many as 10, while H = 1 is accepted as many as 6.
ANALISIS BIAYA OPERASIONAL KENDARAAN AKIBAT KEMACETAN DI JEMBATAN BAROMBONG: ANALYSIS OF VEHICLE OPERATING COSTS DUE TO CONGESTION ON THE BAROMBONG BRIDGE Tedemaking, Redemtus De Ferento Sili; Thioritz, Stevy; Mursalim
Jurnal Media Teknik Sipil Vol. 2 No. 2 (2024): Jurnal MeDia Teknik Sipil, Vol. 2, No. 2, 2024
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Atma Jaya Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56963/judiateks.v2i2.440

Abstract

Bridge facilities that are not functioning properly cause congestion during peak hours or certain time periods. The problem of congestion occurs when the flow of vehicles exceeds the road capacity on the bridge. the impact of this congestion can certainly increase vehicle operating costs for users of transportation facilities. This study discusses the effect of congestion on vehicle operating costs (BOK) at Barombong Bridge which aims to determine the increase in vehicle operating costs due to congestion, comparison of vehicle operating costs when traffic volumes are high and low and comparison of vehicle operating costs based on the level of service. This research was conducted by surveying data on traffic volume, vehicle speed and road geometrics at the observation location. The calculations in this study used the method developed by the Department of Public Works in 2005 for non-fixed costs. The results of this study showed that the amount of BOK incurred due to congestion in the morning period was Rp.43,232.06/km and BOK in the afternoon period was Rp.43,593.02/km. Based on the volume of traffic, vehicle operating costs have increased significantly. In the morning period, BOK increased by Rp.3,292.85, while in the afternoon period, BOK increased by Rp.3,728.90/km. When referring to the level of service increase of F and B, the BOK in the north direction in the morning period was obtained at Rp.2,143.586/km and in the afternoon period in the south direction at Rp.2,807.129/km. This shows that the BOK increases along with the increase in the degree of saturation.
Analisis Pengaruh Penggunaan Sedimen Bendungan Bili Bili Sebagai Substitusi Agregat Halus Terhadap Kuat Tekan Beton Chandra, Yoshua; Mursalim; Kalangi, Hendry Tanoto
Jurnal Media Teknik Sipil Vol. 3 No. 1 (2025): Jurnal MeDia Teknik Sipil, Vol. 3, No. 1, 2025
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Atma Jaya Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

increase while the supply is getting smaller so that it needs a partial substitute alternative to concrete mixtures to overcome the limitations of using natural materials. The purpose of this study is to find out how much influence the compressive strength results from the substitution of fine aggregate with sediment from the Bili Bili Dam. The method used in this study is an experimental method that refers to the SNI 7656-2012 testing standard. The variation in the sediment percentage in this study was 0%, 2.5%, 5%, 7.5% and 10% of the weight of the fine aggregate used. The concrete quality planned in this study is 14.53MPa and uses cylindrical samples measuring Ø15cm and 30cm high, as well as cubes with a width of 15cm and a height of 15cm. Based on the results of the study, the compressive strength value for the use of sediment as a substitute for some fine aggregate successively reduced the compressive strength of concrete during the age of 3, 7, 14, 28 days from the planned concrete quality to be reduced by 3.8%, 13.67%, 22.10%, 34.44% and 48.72%, the cause of reduction by the high mud content in the sediment.
Rekayasa Penguraian Kemacetan Lalu Lintas Pada Simpang Empat (Studi Kasus: Jalan Andi Mappaodang Dan Jalan Andi Mangerangi Makassar) Febrian , Ivan Othinel; Stevy; Mursalim
Jurnal Media Teknik Sipil Vol. 3 No. 1 (2025): Jurnal MeDia Teknik Sipil, Vol. 3, No. 1, 2025
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Atma Jaya Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Intersections are a very crucial part of the highway because most of the efficiency, safety, speed, operational costs and traffic capacity depend on the intersection planning. Good intersection planning results in smooth traffic. This study aims to determine the queue length at the intersection of Andi Mangerangi Street and Andi Mappodang Street in Makassar, as well as to analyze the queue length at this intersection. The research models two alternative engineering solutions by altering the geometric conditions of the intersection and adding traffic signs. The software used to assist in the study is PTV Vissim 2024 and Measure Distance, which helps measure the queue length that occurs. The results of the study from the two planning models show that the initial planning model, with the existing geometric conditions, resulted in the following queue lengths: Andi Mangerangi Street (West) had a queue length of 228m, Andi Mangerangi Street (East) had 119m, Andi Mappaodang Street (North) had 166m, and Andi Mappaodang Street (South) had 196m. After conducting several trials, it was concluded that the chosen alternative is alternative 2, which involves changing the geometric conditions of the road and adding traffic signs. This alternative resulted in the following queue lengths: Andi Mangerangi Street (West) had 182m, Andi Mangerangi Street (East) had 98m, Andi Mappaodang Street (North) had 105m, and Andi Mappaodang Street (South) had 163m.
Pengaruh Penggunaan Bambu Sebagai Pengganti Sebagian Agregat Kasar Terhadap Kuat Tekan Beton Tanpa Perlakuan Khusus Tamangunde , Pricilia Yohana; Mursalim; Kalangi, Hendry Tanoto
Jurnal Media Teknik Sipil Vol. 3 No. 1 (2025): Jurnal MeDia Teknik Sipil, Vol. 3, No. 1, 2025
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Atma Jaya Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Pertumbuhan penduduk yang pesat di Kota Makassar mendorong peningkatan aktivitas ekonomi dan pembangunan, sehingga permintaan akan material konstruksi, khususnya beton, semakin tinggi. Melihat potensi bambu yang berlimpah di Indonesia, khususnya di Kota Makassar, penelitian ini bertujuan untuk mengeksplorasi penggunaan bambu sebagai alternatif dalam campuran beton. Bambu memiliki potensi untuk digunakan sebagai bahan tambahan atau pengganti sebagian agregat kasar dalam beton, yang dapat mengurangi penggunaan bahan non-daur ulang dan memberikan manfaat lingkungan. Meskipun penggunaan bambu dapat memberikan keuntungan seperti mengurangi berat jenis beton dan meningkatkan daya tahan terhadap retakan, pengaruhnya terhadap kekuatan tekan beton perlu diteliti lebih lanjut. Penelitian ini akan mengacu pada studi sebelumnya yang menunjukkan bahwa penggunaan bambu sebagai pengganti sebagian agregat kasar pada kadar di atas 10% mengalami penurunan kekuatan tekan. Oleh karena itu, penelitian ini akan menggunakan persentase kadar bambu sebesar 2%, 4%, 6%, dan 8% untuk mengevaluasi pengaruh bambu pada kekuatan tekan beton.
Analisis Kuat Tekan Beton Menggunakan Substitusi Agregat Pasir Laut dan Batu Pecah Batu Gunung Desa Lakapera Sulawesi Tenggara Wake, Maria Evangeline; Mursalim; Kalangi, Hendry Tanoto
Jurnal Media Teknik Sipil Vol. 3 No. 1 (2025): Jurnal MeDia Teknik Sipil, Vol. 3, No. 1, 2025
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Atma Jaya Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Lakapera is one of the villages in Gu District, Central Buton Regency, Southeast Sulawesi. The people of Lakapera Village, Southeast Sulawesi Province, often use aggregates from the sea and mountains found in the village. This is due to the absence of a river in Lakapera Village which results in the use of sea sand aggregate and crafted stone of mountain stones as building materials. The purpose of this research is to provide information about the condition of aggregate characteristics from Lakapera Village that can be used as a mixture material in making concrete and to obtain how strong it is produced. The test piece process was made by replacing part of the local aggregate using sea sand and crushed stone from Mount Lakapera Village with a mixture percentage of 5%, 15%, and 30% on the 7, 14, 21, and 28 days of concrete age. Based on the result, the material characteristics of all aggregates are safe to use as concrete materials. The results showed that the compressive strength obtained decreased by a percentage of 2,20% of the test specimen (70:30%), from the initial compressive strength of 18,7MPa, in the 28 day concrete age test. The compressive strength of concrete using mixed materials 0%, 5%, 15%, and 30% at the 28-day age concrete was 19,50MPa with a percentage of 104,28% (Test specimen 100:0%), 18,75MPa or 100,29% (Test specimen 95:5%), 18,47MPa or 98,79% (Test specimen 85:15%), and compressive strength of 18,28MPa or 97,80% (Test specimen 70:30%) of the planned compressive strength.
Co-Authors -, Febriana Intan Permata Hati Abdul Azis Abdul Azis Abdul Waris Abdullah Ahmad Munir Ahmad Syafi'i Alfakhmi, Resha Alwi, Faisal AMIN NUR Aminuyati Amir Andi Arya Saputra Andi Ririn Oktaviani Anisah Prafitralia Anugrah Feri Hermanto Aprilia, Tresi Arisman L Arsyad, Kartini asmilawati, asmilawati Busriyanti Busriyanti, Busriyanti Butsiarah Chamdan, Umar Chandra, Yoshua Damayanti, Dwi Selvira daniatanti, farisna Daniel Useng Dedianto Pasomba Diana Nur Sholihah Diyah Yumeina Eko Nursalim Elhady, Aminullah Elly Warni Fadillah, Jihan Febrian , Ivan Othinel Febriana Intan Permata Hati Fonso, Robin Fuad Fansuri Gemala Hardinasinta H. Sandi, S.Pd., M.Pd. Haerani Hakim, Muhammad Fathurahman Hasriana Hatta Hayudi, Hayudi Herlisa Husnul Mubarak Ikhtiari, Kirana Imanuddin Intan Febriana Iqbal Iqbal Salim iqbal salim Irwan Irwan Isna Maulida Mandini Jafar Haruna Joko Nugroho Wahyu Karyadi Junaedi Muhidong Junaid, Asriani Kalangi, Hendry Tanoto Khairudin, Muhammad Kharis Khosasi, Anita Khulashah Khusnul Khatimah Lamo, Andika Pramukti Latif, Nuraida Leatemia , Janoval M. Amin Mahmud Achmad Mahmud Achmad, Mahmud Misbahul Ramadhani Mufi, Akhmad Munir Muh. Yusri Muhammad Abduh Muhammad Faizal A Ghani MUHAMMAD ICHFAN ASKAR Muhammad Nur MUHAMMAD RIZAL MUHAMMAD RIZAL H Muhammad Sakir Muhammad Tahir Sapsal Muhammad Yusuf, Tahir Muhith, Abd. Mustajab Nirmalasari Nur Faizah Nur Wahyu Hidayat Nuraini NURFIANTI NURFIANTI, NURFIANTI Nursigit Bitoro Nurul Hasanah Nurwanah Olly Sanny Hutabarat Pelu, M. Faisal A. R. Pujiono Pujiono Risma Royani, Ahmad Rumengan, Yuada Salengke, Salengke Sapsal, Tahir Septian Bayu Anggara Sitti Nur Faridah Sombolayuk, Gerry Geraldo Sopiati, Epi Stevy Suhardi Suryadi Suryadi Syah Putri, Nurwulan Syamsuri Rahim Tamangunde , Pricilia Yohana TAMRAH Tedemaking, Redemtus De Ferento Sili Thioritz, Stevy Tjandra, Jericho Umar Ghoni Wake, Maria Evangeline Waris Zanuar Anwari