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All Journal Pena Teknik : Jurnal Ilmiah Ilmu-ilmu Teknik Seminar Nasional Pengabdian Kepada Masyarakat UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Jurnal Konstruksi : Teknik, Infrastruktur dan Sains
Maryam H
lecture in master civil engineering at indonesian moeslim university
Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Mechanical Engineering Transportation

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Analisis Kinerja Angkutan Umum BMA (Studi Kasus Rute Pinrang – Makassar PP) St. Maryam Hafran; Mukhtar Thahir Syarkawi; Ilham Syafei; Ibnu Munsyir; Samsu Saleh
PENA TEKNIK: Jurnal Ilmiah Ilmu-Ilmu Teknik VOLUME 4 NOMOR 2 SEPTEMBER 2019
Publisher : Faculty of Engineering, Andi Djemma University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51557/pt_jiit.v4i2.590

Abstract

Penelitian ini bertujuan untuk mengetahui karakteristik pengguna angkutan umum BMA Trans dan menganalisa kinerja angkutan umum BMA Trans rute pinrang-makassar PP. Penentuan ukuran sampel dalam penelitian ini dilakukan dengan menggunakan rumus Slovin.Setelah diuraikan validitas dan reliabitilas dari variabel pengukur dari masing-masing variabel laten, selanjutnya dijabarkan model structural dan model pengukuran. Olehnya itu berdasarkan uraian dan penjelasan kriteria model maka dapat dibentuk model, analisis model pengukuran dan model struktural. Hasil ini memberikan penjelasan bahwa kinerja pengguna angkutan terhadap kinerja angkutan BMA rute Pinrang-Makassar PP, memberikan kesimpulan bahwa faktor keandalan, keamanan dan ketepatan waktu menjadi ukuran untuk menggunakan atau menilai jasa angkutan BMA rute Pinrang-Makassar PP. Hasil survey kemudian diolah dengan menggunakan SEM pada Software SmartPLS 2.0 dan data yang diolah berupa keandalan, kenyamanan, keamanan, kemurahan dan ketepatan waktu, sehingga didapatkan secara komulatif kinerja angkutan umum khususnya BMA Trans. Untuk tingkat kenyamanan angkutan umum BMA tergolong sedang dengan nilai 23,25%. Kemudian tingkat Kemurahan angkutan umum ini tergolong sangat tinggi dengan nilai 89,87%.This study aims to determine the characteristics of BMA Trans public transport users and analyze the performance of BMA Trans public transport pinrang-Makassar PP routes. The determination of sample size in this study was carried out using the Slovin formula. After describing the validity and reliability of the measuring variables of each latent variable, the structural models and measurement models are then described. Therefore, based on the description and explanation of the model criteria, a model can be formed, analysis of measurement models and structural models. This result provides an explanation that the performance of transport users on the performance of BMA transport in the Pinrang-Makassar PP route gives a conclusion to use or assess BMA transportation services on the Pinrang-Makassar PP route. The survey results are then processed using SEM on SmartPLS 2.0 Software and the data processed is in the form of reliability, comfort, safety, generosity and timeliness, so that the cumulative performance of public transport is obtained, especially Trans BMA. For the comfort level of public transport BMA is classified as moderate with a value of 23.25%. Then the level of merit of public transport is classified as very high with a value of 89.87%.
Pelatihan pembuatan batu bata di Kecamatan Ujung Bulu Kabupaten Bulukumba Qadriathi Dg. Bau; Maryam H
Seminar Nasional Pengabdian Kepada Masyarakat Vol 2018, No 2: Prosiding 2
Publisher : Seminar Nasional Pengabdian Kepada Masyarakat

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Abstract

Community Partnership Program is one of thecommunity service programs which is problem solving,comprehensive, meaningful, complete and sustainable aimingfor diverse targets. Among the problems faced by thecommunity especially the small and medium enterprises is theutilization of technology. In particular, the problems which thebrick-making groups in Ujung Bulu Sub-district as PKMpartners have so far faced include: (1) insufficient knowledgein the efficient and effective process of brick making, (2)inadequate skills in accurate production of bricks, (3) lowcapability in massive production of bricks, 4) Less informationabout modern brick-making tools. The Community PartnershipProgram (PKM) for the brick-making groups in Ujung BuluSub-district aimed: (1) to increase knowledge in the efficientand effective process of brick making, (2) to improve skills inthe accurate production of bricks, (3) to promote capability inthe massive production of bricks (4) to increase the knowledgeand skills in the modern production of bricks. The methodsused for the presentation consist of lectures, discussion, andinteractive questions and answers, and demonstration for theapplied technology. The Community Partnership Program forthe brick-making groups in Ujung Bulu Sub-district hasresulted in: (1) sufficient knowledge in the efficient andeffective process of brick making, (2) adequate skills in theaccurate production of bricks, (3) decent capability in themassive production of bricks, (4) satisfactory knowledge andskills in the modern production of bricks.
TRAFFIC IMPACT ANALYSIS REVIEW OF TRAVEL ATTRACTION IN THE AREA OF PANKEP REGENCY Hospital Maryam H; Lambang Basri Said
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 4 No. 2 (2020): JURNAL FLYOVER Volume 4 Issue 2 November 2020
Publisher : Moeslim Indonesian University (UMI)

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Abstract

The activity zone is located as a trip towing zone. One of these activity zones is the Hospital. The Pangkep District General Hospital which is located in the city center of Pangkep Regency has a fairly high activity intensity. The interactions that occur as a result of the need for health, both patients and families or visitors as well as medical officers or hospital managers and others will result in the movement of traffic flows around the hospital complex which will cause problems including an increase in traffic volume on the toll segment. the road that is around the Pangkep Regional General Hospital. This study aims to find out how many pulls occur at the Pangkep Regional General Hospital, to find the contribution of the distribution of traffic that occurs on the roads around the Pangkep Regional General Hospital and the road capacity that is burdened by visitors to the Pangkep Regional General Hospital. In this study, a survey method with a questionnaire was conducted to determine the socio-economic characteristics. The sampling technique was carried out in a proportional random manner for each visitor who used a certain mode to reach the Pangkep Regional General Hospital which represented all zones. Based on the analysis results, predictions for the next 10 years will increase the intensity of activities at the Pangkep Regional General Hospital, in 2019 the Pangkep Regional General Hospital with a building area of ​​± 10,885 m2 is able to attract 172 cars per day and 581 motorbikes per day, as well as attracting 1207 visitors per day, in the next 10 years the Pangkep Regional General Hospital will attract as many as 206 cars per day and 697 motorcycles per day, and attract 1447 visitors per day. The performance of the road segment has almost reached the upper safe limit, as indicated by the DS which has reached 0.31 in 2019 and the DS will increase to 0.45 in 2029.
IDENTIFICATION OF FLEXIBLE PAVEMENT DAMAGE LEVEL IN ROUTINE MAINTENANCE OF ROADS BANTAENG DISTRICT Maryam H; Minarni
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 2 No. 1 (2018): Journal Flyover Vol 2 Issue 1 Juni 2018
Publisher : Moeslim Indonesian University (UMI)

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Abstract

Road maintenance is carried out continuously throughout the year and carried out as soon as possible when the damage is not widespread. Road maintenance is managed directly by the PUPR Service for Roads and Bridges in Bantaeng Regency through routine maintenance based on self-management funds. The pavement identification benchmarks used include the condition of flexible pavement damage and district road pavement damage which are included in the low traffic category. This study aims to: (1). Identify the condition of road pavement damage in routine road maintenance activities in Bantaeng Regency. (2). Analyzing alternatives for routine maintenance of district roads with a self-managed system. Using the Bina Marga method and the Pavement Condition Index (PCI) method to identify the level of damage and handling in routine maintenance with a self-managed system. The result of the damage number of the Bina Marga method is 17 so that the value of the road condition is 6 with the type of damage to crocodile skin cracks. While the results of the priority value of 5 < 7 which states the condition of pavement damage are grouped in a routine maintenance program with a self-managed system. The results of the survey of the SDI value of 100 are grouped in a lightly damaged condition in the category of routine maintenance. The results of the identification of damage conditions using the PCI method obtained crocodile skin cracks, obesity, box cracks, hollows, subsidence, edge cracks, fillings, aggregate wear and holes. Alternative treatment requires a routine maintenance program that is carried out on a self-managed basis.
ANALYSIS OF HOUSEHOLD VEHICLE OWNERSHIP AGAINST CONFLICT IN MANGGALA DISTRICT MAKASSAR CITY Lambang Basri Said; Maryam H; Sri Indriyani
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 2 No. 1 (2018): Journal Flyover Vol 2 Issue 1 Juni 2018
Publisher : Moeslim Indonesian University (UMI)

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Abstract

The increase in population accompanied by economic growth in Bumi Tamalanrea Permai Housing (BTP) has pushed the level of motorized vehicle ownership from year to year to increase. This of course will have an effect on the existing traffic conditions. So the objectives to be achieved in this study are: to analyze the socio-economic and demographic characteristics of households in Manggala District and to analyze the vehicle ownership model in households with the factors that influence it. The number of family members is 5 people or more, by 35.2%. And 1 person with a total percentage of 2.8%. the percentage who work 2 people is 40.4%. The highest number of family members who are students/students is 1 person with a percentage value of 38.8%. The highest monthly net income of Rp. 6 million - Rp. 10 million, which is 28.4%. Meanwhile, the gross income per month is Rp. 6 million – Rp. 10 million, which is 31.6%. The average distance per day is 10-20 km, with a percentage of 35.2%. The average monthly transportation cost per household is IDR 500 thousand – IDR 1 million, with a percentage of 39.2%. Average travel time per day is 1-2 hours, with a percentage of 40.8%. The highest level of household car ownership in Manggala District is 1 unit, with a percentage of 49.2%. While the smallest is more or equal to 4 units with a percentage of 0.4%. The highest level of motorcycle ownership in each household in Manggala District is 1 unit, with a percentage of 40.8%. While the smallest is more or equal to 4 units with a percentage of 1.2%.
Analysis of Characteristics of Porous Asphalt Mixtures Using Concrete Waste Fractions As a Substitute for Coarse Aggregate With the Addition of Asbuton BGA on Asphalt 60/70 Penetration Lambang Basri Said; Maryam H; Baso Arman
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 4 No. 1 (2020): Flyover Vol 4 Issue 1 juni 2020
Publisher : Moeslim Indonesian University (UMI)

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Abstract

Pemilihan campuran aspal berongga pada lapisan permukaan adalah cara yang sedang dikembangkan untuk mengatasi permasalahan di atas yang dapat mengganggu keselamatan di jalan. Lapisan ini secara efektif akan memberikan tingkat keselamatan yang lebih, terutama di saat hujan.. Tujuan penelitian ini adalah (1) Menganalisis karakteristik aspal Porus dengan pecahan limbah beton dengan penambahan asbuton BGA pada aspal pen 60/70. Dan (2) Mendapatkan proporsi optimal / gradasi limbah beton pada campuran aspal porus pada penggunaan Asbuton BGA pada aspal pen 60/70. Hasil penelitian menunjukkan bahwa (1) Arus lalu-lintas dari jalan minor (Jl. Ketimun) pada kondisi eksisting saat ini sangat berpengaruh terhadap kinerja jalan hal ini ditunjukkan dengan tingkat derajat kejenuhan (DS) sebesar 0,863, kondisi eksisiting digolongkan buruk berpeluang terjdinya kemacetan pada waktu-waktu tertentu terutama disore hari. Dan (2) Skenario larangan arus kendaraan berbelok-kanan dari arah Jl. Minor (Jl. Ketimun) merupakan solusi alternatif yang mudah dengan biaya murah.
ANALYSIS OF NATIONAL ROAD NETWORK PERFORMANCE IN PANGKEP - PARE-PARE: Case Study: Jl. Prosperity/Pangkep Km 53+710 – 53+860 Maryam H; abunawas dawasa
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 4 No. 1 (2020): Flyover Vol 4 Issue 1 juni 2020
Publisher : Moeslim Indonesian University (UMI)

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Abstract

Tata guna lahan pada sepanjang jalan Kemakmuran termasuk dalam kategori area komersial dimana didominasi oleh pusat perdagangan seperti pertokoan, rumah makan dan perkantoran, hal ini menyebabkan banyak kendaraan parkir disepanjang jalan diwaktu-waktu tertentu terutama di siang hari dan soreh hari. Tujuan penelitian ini adalah (1) Menganalisis pengaruh pergerakan kendaraan dari jalan minor (jalan Ketimun) terhadap kinerja Jalan Utama (Ruas Pangkep-Pare-pare) saat ini. (2) Merumuskan alternatif penanganan jalan pada kondisi existing saat ini. Dan (3) Merumuskan alternatif penanganan jangka menengah, jangka panjang pada jalan Utama (ruang Pangkep-Pare-pare) dan jalan ketimun. Hasil penelitian menunjukkan bahwa (1) Arus lalu-lintas dari jalan minor (Jl. Ketimun) pada kondisi eksisting saat ini sangat berpengaruh terhadap kinerja jalan hal ini ditunjukkan dengan tingkat derajat kejenuhan (DS) sebesar 0,863, kondisi eksisiting digolongkan buruk berpeluang terjdinya kemacetan pada waktu-waktu tertentu terutama disore hari. Dan (2) Skenario larangan arus kendaraan berbelok-kanan dari arah Jl. Minor (Jl. Ketimun) merupakan solusi alternatif yang mudah dengan biaya murah
REVIEW OF ROAD TECHNICAL REQUIREMENTS IN FULFILLING MINIMUM SERVICE STANDARDS ON THE MAMUJU ARTERIAL ROAD Maryam H; Arifin Tahir; Lambang Basri Said
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 2 No. 2 (2018): Flyover Vol 2 Issue 2 2018
Publisher : Moeslim Indonesian University (UMI)

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Abstract

Dengan mencermati ruas jalan Mamuju Arterial Road yang saat ini sudah dipergunakan serta untuk mewujudkan amanah Undang Undang mengenai kewajiban bagi penyelenggara jalan terhadap pelayanan sesuai standar yang ditetapkan, maka ini dapat dijadikan suatu topik bahasan yakni tinjauan persyaratan teknis jalan terhadap pemenuhan Standar Pelayanan Minimal pada ruas jalan tersebut. Apakah ruas jalan tersebut sudah memenuhi standar pelayanan minimal melihat dari aspek persyaratan teknis jalan?. Serta faktor yang menyebabkan tidak terpenuhinya SPM tersebut. Metode penelitian yang digunakan adalah metode survei. Data dikumpulkan melalui observasi langsung ke obyek penelitian di lapangan yang berkaitan dengan kondisi eksisting jalan, sesuai dengan sasaran yang ingin dicapai. Selain itu melalui responden untuk menilai kriteria dan rekomendasi yang akan dilakukan untuk pemenuhan SPM. Hasil penelitian menunjukkan bahwa dari penilaian terhadap 27 indikator yang digunakan untuk menilai aspek keselamatan jalan dengan menggunakan Standar Persyaratan Teknis Jalan (PTJ), skor tertimbang yang didapatkan adalah 73.94%, hal ini menunjukkan bahwa tingkat pemenuhan SPM pada ruas MAR barkategori relatif memenuhi dan Terdapat 6 indikator yang menyebabkan tidak terpenuhinya Standar Pelayanan Minimal jalan yang berkaitan dengan aspek keselamatan jalan pada ruas MAR dan di bagi dalam dua kelompok yaitu (1) Pada kelompok ahli (expert): IRI dengan bobot pengaruh 0.320, RCI dengan bobot pengaruh 0.307, lebar rumija dengan bobot pengaruh 0,08, dalam rumija dengan bobot pengaruh 0.057, ruwasja dengan bobot pengaruh 0.144, dan jarak antar simpang dengan bobot pengaruh 0.096. (2) Pada kelompok Pengguna: IRI dengan bobot pengaruh 0.283, RCI dengan bobot pengaruh 0.357, lebar rumija dengan bobot pengaruh 0,074, dalam rumija dengan bobot pengaruh 0.055, ruwasja dengan bobot pengaruh 0.137, dan jarak antar simpang dengan bobot pengaruh 0.093. maka Upaya yang harus dilakukan dalam rangka pemenuhan SPM pada ruas jalan MAR, secara berurutan adalah menetapkan status/ kewenangan pembinaan jalan MAR, melakukan pemeliharaan rutin dan berkala, menyerahkan wewenang pengawasan pemanfatan bagian jalan kepada Pemerintah Kabupaten, menegakkan aturan terkait pemanfaatan ruang dan memperketat proses perizinan, serta menerapkan disinsentif pemanfaatan ruang.
ANALYSIS OF THICKNESS AND COMPOSITION IN SOIL CEMENT CONSTRUCTION: Case Study: PT ELEVASI SAGARMATHA - MERAUKE Burhanuddin Yasin; Lambang Basri Said; Maryam H
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 2 No. 2 (2018): Flyover Vol 2 Issue 2 2018
Publisher : Moeslim Indonesian University (UMI)

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Abstract

Konstruksi soil cement mempunyai peranan penting dalam mengatasi tidak adanya material agregat seperti batu dan pasir diwilayah Merauke atau sebagian besar wilayah bagian selatan Papua.Jenis konstruksi ini banyak diterapkan dibidang transportasi, baik untuk perkerasaan jalan maupun untuk konstruksi runway bandara serta apron.Soilcement dalam lapisan konstruksi banyak dipakai sebagai lapisan pondasi bawah (LPB) atau bahkan untuk lapis pondasi atas (LPA). Posisi pada lapisan perkerasan tergantung pada nilai CBR dan komposisi bahan pencampurannya atau kadar semen portland yang diberikan. Tujuan penelitian ini adalah untuk menganalisa penerapan soilcemen pada bandara terkait dengan nilai daya dukung yang dipersyaratkan untuk masing-masing lapisan perkerasan serta persentase komposisi bahan tambah yang tepat agar memperoleh nilai CBR yang memenuhi spesifikasi teknik bandara. Data yang dikumpulkan dalam penelitian ini terdiri dari informasi langsung dari pihak operator bandara, data penelitian laboratorium mekanika tanah dinas Pekerjaan Umum bidang Bina Marga kabupaten Merauke. Hasil analisis menggambarkan komposisi semen portland 12% , 21% dan nilai CBR yang diperoleh untuk semen porland 12% adalah CBR 98%, untuk semen porland 21% adalah CBR 115% serta rencana ketebalan lapisan yang dilaksanakan dilapangan 50cm untuk semen porland 12% dan 30 cm untuk semen porland 21%. Metode penelitian yang digunakan adalah metode trial eror dan metode CBR dengan nilai CBR 82% untuk komposisi 12% dan 101% untuk komposisi 21%.
PERFORMANCE PREDICTION OF NO SIGNIFICANT junction at JL. BOULEVARD – JL. NEW ADHYAKSA Maryam H; Muhammad Syaifullah; Lambang Basri Said
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 2 No. 2 (2018): Flyover Vol 2 Issue 2 2018
Publisher : Moeslim Indonesian University (UMI)

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Abstract

Kondisi simpang tak bersinyal jalan Boulevard – jalan Adhyaksa Baru mengalami kemacetan hampir setiap harinya terutama pada jam-jam puncak yaitu antara pukul 16.00 wita sampai dengan pukul 18.00 wita. Hal ini disebabkan adanya pergerakan kendaraan dari arah timur jalan A. P. Pettarani menuju jalan Boulevard, pada lokasi ini terdapat salah satu pusat perbelanjaan tersibuk di Kota Makassar. Survey ini dilakukan pada pukul 06.00 – 20.00 pada hari Jumat, Sabtu, Minggu, dan Senin selama 3 bulan.Simpang tak bersinyal jalan Boulevard – jalan Adhyaksa baru Menggunakan peralatan alat hitung manual counter, dengan memiliki kapasitas 33.397 smp/jam sedangkan pada simpang jalan Boulebard – jalan Bougenville memiliki kapasitas 4277 smp/jam. Pada kondisi eksisting arus lalu lintas pada simpang tak bersinyal pertama (Q) sebesar 21.949 smp/jam dengan derajat kejenuhan (DS) 0,657 < 0,85, sedangkan pada tahun 2023 dengan kapasitas simpang yang sama, arus lalu lintas pada simpang tak bersinyal diprediksi sebesar 33.398 smp/jam dengan derajat kejenuhan 0,88 > 0,85.
Co-Authors abunawas dawasa Amalia Nur Chasanah Andi Alifuddin Andi Darmawansyah Akm Antum Abdullah Arif Ali Arifin Tahir Asma Massara Baso Arman Burhanuddin Yasin Christy Agata Makupiola Fadly Hasim, Abdul Hafid Ibnu Munsyir Ilham Syafei Kamaruddin Alwi Lambang Basri Said Minarni Muh Ismail Syafar Muhammad Ahyuddin Muhammad Asrul Nuh Muhammad Syaifullah Muhammad Syarif N Mukhtar Thahir Syarkawi Qadriathi Dg Bau Rabiul Awal R Ratna Musa Rumaedah Samsu Saleh Sri Indriyani Titien Layn Titien Layn Tjahayadi Yudha Adrianto