Maisara Maisara, Hakiman Hakiman, Hujiyanto Hujiyanto, Fikri Aris Munandar
This study aims to determine the characteristics of travelers who use modes of transportation and find out how big the probability by choosing one of transportation mode is in Kendari City. The result show that the characteristics of mode selection based on the reasons that influenced the choice of mode from a total of 73 respondents were as follows, the travelers chose faster time considerations by 48% or as many as 35 people, the travelers who chose security considerations by 11% or as many as 8 people, the travelers who chose convenience considerations by 19% or as many as 14 people, and travelers who chose price considerations by 22% or as many as 22 people. The probability of users of transportation modes in Kendari City shows that people are more likely to use online modes of transportation 51% compared to using public transportation modes of 49%
{"title":"Analisis Pemilihan Moda Transportasi Angkutan Umum Di Kota Kendari","authors":"Maisara Maisara, Hakiman Hakiman, Hujiyanto Hujiyanto, Fikri Aris Munandar","doi":"10.54297/sciej.v4i2.529","DOIUrl":"https://doi.org/10.54297/sciej.v4i2.529","url":null,"abstract":"This study aims to determine the characteristics of travelers who use modes of transportation and find out how big the probability by choosing one of transportation mode is in Kendari City. The result show that the characteristics of mode selection based on the reasons that influenced the choice of mode from a total of 73 respondents were as follows, the travelers chose faster time considerations by 48% or as many as 35 people, the travelers who chose security considerations by 11% or as many as 8 people, the travelers who chose convenience considerations by 19% or as many as 14 people, and travelers who chose price considerations by 22% or as many as 22 people. The probability of users of transportation modes in Kendari City shows that people are more likely to use online modes of transportation 51% compared to using public transportation modes of 49%","PeriodicalId":498763,"journal":{"name":"Sultra Civil Engineering Journal","volume":"67 11","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135112790","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Due to lack of adequate material management systems, construction projects often suffer material wastes, delays and other related problems. In order to address the issue of construction material mismanagement, it is envisaged to develop an android application using innovative technologies such as Java, Dart, YAML, Kotlin and Flutter 2.x with Economic Order Quantity (EOQ) and flat fees method as the logical framework. Features such as material list, stock management, purchase records along with supplier information, material issuance records and due amount information is conceived to a part of this versatile tool, capable of overcoming a multitude of challenges, including tracking and managing issued materials on site, maintaining up-to-date stock records, financial tracking, managing supplier information, ensuring accurate and detailed information on material quantities to name a few. Thus, a potential savings of up to 12-15% in material management cost is estimated through the employment of this application on construction projects
{"title":"Revolutionizing Onsite Management Using a Cutting-Edge App","authors":"Furqan Faiyaz Khan, Fauwaz Parkar","doi":"10.54297/sciej.v4i2.517","DOIUrl":"https://doi.org/10.54297/sciej.v4i2.517","url":null,"abstract":"Due to lack of adequate material management systems, construction projects often suffer material wastes, delays and other related problems. In order to address the issue of construction material mismanagement, it is envisaged to develop an android application using innovative technologies such as Java, Dart, YAML, Kotlin and Flutter 2.x with Economic Order Quantity (EOQ) and flat fees method as the logical framework. Features such as material list, stock management, purchase records along with supplier information, material issuance records and due amount information is conceived to a part of this versatile tool, capable of overcoming a multitude of challenges, including tracking and managing issued materials on site, maintaining up-to-date stock records, financial tracking, managing supplier information, ensuring accurate and detailed information on material quantities to name a few. Thus, a potential savings of up to 12-15% in material management cost is estimated through the employment of this application on construction projects","PeriodicalId":498763,"journal":{"name":"Sultra Civil Engineering Journal","volume":"25 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135113898","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Harjunan Harjunan, Irwan Lakawa, Hujiyanto Hujiyanto, Vickky Anggara Ilham
The development of construction development is currently experiencing rapid progress, which has led to an increase in demand for construction materials. Therefore, other materials are needed as or at least materials capable of reducing the use of aggregate for use in making concrete. This effort is an alternative to utilizing waste from the agricultural plantation industry or factory waste that is left alone. The aim of this research is to analyze the characteristics and compressive strength of concrete with bottom ash as a fine aggregate additive and fly ash as an additive to cement. The location for the concrete making research was carried out at the UPTD Construction Laboratory of the water resources and community development service of the Southeast Sulawesi provincial government. With a total of 16 test objects, they were printed in a cylindrical shape with dimensions of 30 x 15 cm. Based on compressive strength testing with an f'c quality plan of 20 MPa, with 10% substitution of fly ash as cement and bottom ash as fine aggregate with variations of 10%, 15%, 20%, the compressive strength decreased. for 7 days of age respectively, it is 12.31 MPa, 11.89 MPa, and 11.46 MPa. Meanwhile, at the age of 28 days, respectively, it was 19.11 MPa, 16.99 MPa and 15.29 Mpa
建筑业的发展目前正经历着快速的进步，这导致了对建筑材料的需求增加。因此，需要其他材料作为或至少能够减少用于制造混凝土的骨料的使用的材料。这一努力是利用农业种植业废物或工厂废物的另一种选择。本研究的目的是分析底灰作为细骨料添加剂和粉煤灰作为水泥添加剂的混凝土的特性和抗压强度。混凝土制作研究的地点是在东南苏拉威西省政府水资源和社区发展服务的UPTD建设实验室进行的。总共有16个测试对象，它们被打印成尺寸为30 x 15厘米的圆柱形。抗压强度试验采用20 MPa的f′c质量方案，粉煤灰替代水泥10%，底灰替代细骨料，变化幅度分别为10%、15%、20%，抗压强度下降。7日龄时分别为12.31 MPa、11.89 MPa和11.46 MPa。28日龄时分别为19.11 MPa、16.99 MPa和15.29 MPa
{"title":"Pengaruh Penambahan Bottom Ash Dan Fly Ash Sebagai Bahan Subtitusi Campuran Beton","authors":"Harjunan Harjunan, Irwan Lakawa, Hujiyanto Hujiyanto, Vickky Anggara Ilham","doi":"10.54297/sciej.v4i2.526","DOIUrl":"https://doi.org/10.54297/sciej.v4i2.526","url":null,"abstract":"The development of construction development is currently experiencing rapid progress, which has led to an increase in demand for construction materials. Therefore, other materials are needed as or at least materials capable of reducing the use of aggregate for use in making concrete. This effort is an alternative to utilizing waste from the agricultural plantation industry or factory waste that is left alone. The aim of this research is to analyze the characteristics and compressive strength of concrete with bottom ash as a fine aggregate additive and fly ash as an additive to cement. The location for the concrete making research was carried out at the UPTD Construction Laboratory of the water resources and community development service of the Southeast Sulawesi provincial government. With a total of 16 test objects, they were printed in a cylindrical shape with dimensions of 30 x 15 cm. Based on compressive strength testing with an f'c quality plan of 20 MPa, with 10% substitution of fly ash as cement and bottom ash as fine aggregate with variations of 10%, 15%, 20%, the compressive strength decreased. for 7 days of age respectively, it is 12.31 MPa, 11.89 MPa, and 11.46 MPa. Meanwhile, at the age of 28 days, respectively, it was 19.11 MPa, 16.99 MPa and 15.29 Mpa","PeriodicalId":498763,"journal":{"name":"Sultra Civil Engineering Journal","volume":"63 2","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135113699","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The availability of transportation facilities in urban areas strongly supports community activities and mobility from one land use to another. The increase in the number of motorized vehicles causes an increase in noise level on the highway.
The purpose of this study was to analyze the traffic characteristics on Ahmad Yani street Kendari City, noise level, and partial effect of traffic characteristics on the noise level. The research method uses descriptive and parametric statistical approaches.
The results showed that the average traffic volume on Ahmad Yani street was 1179 pcu/hour, with a composition of motorcycles 59%, light vehicles 37%, and heavy vehicles 4%. The average vehicle speed is 48 km/hour and average traffic density is 51 pcu/km. The highest noise level occurred in the school area of 76.1 dB, while the lowest occurred in the trading area of 70.5 dB. The average noise level on the Ahmad Yani street is 73.4 dB. The effect of vehicle volume on the noise level is 56.7%, vehicle speed on the noise level is 53.4%, and the traffic density on the noise level is 68.7%. This shows that the traffic density variable has the greatest influence on the noise intensity on the highway, followed by vehicle volume variable, and the lowest is vehicle speed variable.
{"title":"Pengaruh Karakteristik Lalu Lintas Terhadap Kebisingan Jalan Raya","authors":"Irwan Lakawa, Sufrianto Sufrianto, Syamsuddin Syamsuddin, Irwanto Rahman","doi":"10.54297/sciej.v4i2.525","DOIUrl":"https://doi.org/10.54297/sciej.v4i2.525","url":null,"abstract":"The availability of transportation facilities in urban areas strongly supports community activities and mobility from one land use to another. The increase in the number of motorized vehicles causes an increase in noise level on the highway.
 The purpose of this study was to analyze the traffic characteristics on Ahmad Yani street Kendari City, noise level, and partial effect of traffic characteristics on the noise level. The research method uses descriptive and parametric statistical approaches.
 The results showed that the average traffic volume on Ahmad Yani street was 1179 pcu/hour, with a composition of motorcycles 59%, light vehicles 37%, and heavy vehicles 4%. The average vehicle speed is 48 km/hour and average traffic density is 51 pcu/km. The highest noise level occurred in the school area of 76.1 dB, while the lowest occurred in the trading area of 70.5 dB. The average noise level on the Ahmad Yani street is 73.4 dB. The effect of vehicle volume on the noise level is 56.7%, vehicle speed on the noise level is 53.4%, and the traffic density on the noise level is 68.7%. This shows that the traffic density variable has the greatest influence on the noise intensity on the highway, followed by vehicle volume variable, and the lowest is vehicle speed variable.","PeriodicalId":498763,"journal":{"name":"Sultra Civil Engineering Journal","volume":"C-29 5","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135112935","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The use of nylon fabric waste as adding material for concrete asphalt layers can be one of the solutions, because it can reduce pollution in the environment.The level of variation in adding nylon fabric waste is 0%, 5%, 10% and 15%. Sample testing as many as 24 test specimens. . The purpose of this study is to determine the physical properties of the asphalt with the added material of the nylon fabric waste and to determine the properties of the concrete asphalt layer mixture (Laston) with the added material of the nylon fabric waste. The results of testing the addition of nylon fabric waste levels as added material to the asphalt show that the value of the physical properties of asphalt is penetration, soft point, specific gravity, flame point and fuel point and asphalt dactality meets the standard specifications of the 2018 SNI Marga. As well as the addition of nylon substitution waste a number of asphalt at 5%, 10% and 15% content can affect the nature of concrete asphalt layers (Laston). In variations of 5%, 10% and 15% density value of 2,336 gr/cm, 2,327 gr/cm, 2,343 gr/cm, stability of 1892,4 kg, 2239,0 kg, 1953,6 kg, VMA of 15,9%, 16,2%, 15,6%, VIM of 4,4%, 4,7%, 4,1%, VFB of 73,6%, 70,9%, 74,0%, melting of 3,93 mm, 3,43 mm, 3,02 mm and MQ of 480,1 kg/mm, 652,9 kg/mm, 691,5 kg/mm.
{"title":"Studi Karakteristik Marshall Pada Campuran Lapis Aspal Beton (Laston) dengan Bahan Tambah Limbah Kain Nilon","authors":"Yusnianti Yusnianti, Sufrianto Sufrianto, Hujiyanto Hujiyanto, Syamsuddin Syamsuddin","doi":"10.54297/sciej.v4i2.530","DOIUrl":"https://doi.org/10.54297/sciej.v4i2.530","url":null,"abstract":"The use of nylon fabric waste as adding material for concrete asphalt layers can be one of the solutions, because it can reduce pollution in the environment.The level of variation in adding nylon fabric waste is 0%, 5%, 10% and 15%. Sample testing as many as 24 test specimens. . The purpose of this study is to determine the physical properties of the asphalt with the added material of the nylon fabric waste and to determine the properties of the concrete asphalt layer mixture (Laston) with the added material of the nylon fabric waste. The results of testing the addition of nylon fabric waste levels as added material to the asphalt show that the value of the physical properties of asphalt is penetration, soft point, specific gravity, flame point and fuel point and asphalt dactality meets the standard specifications of the 2018 SNI Marga. As well as the addition of nylon substitution waste a number of asphalt at 5%, 10% and 15% content can affect the nature of concrete asphalt layers (Laston). In variations of 5%, 10% and 15% density value of 2,336 gr/cm, 2,327 gr/cm, 2,343 gr/cm, stability of 1892,4 kg, 2239,0 kg, 1953,6 kg, VMA of 15,9%, 16,2%, 15,6%, VIM of 4,4%, 4,7%, 4,1%, VFB of 73,6%, 70,9%, 74,0%, melting of 3,93 mm, 3,43 mm, 3,02 mm and MQ of 480,1 kg/mm, 652,9 kg/mm, 691,5 kg/mm.","PeriodicalId":498763,"journal":{"name":"Sultra Civil Engineering Journal","volume":"10 3","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135113111","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Retno Puspaningtyas, Al Tafakur Laode, Ilham Ilham
Kota Kolaka merupakan salah satu kota yang berkembang di Sulawesi Tenggara, apalagi dengan melihat semakin berkembangnya pembangunan infrastruktur jalan. Kecelakaan lalu lintas sebagian besar disebabkan oleh beberapa faktor. Pada Jalan Poros Kolaka – Tanggetada ada beberapa titik yang telah di tetapkan rawan kecelakaan oleh Satuan Lalu Lintas Polres Kolaka bahkan telah menjadi Black Spot karena kasus kecelakaan yang sering terjadi. RSA (Road Safety Audit) adalah salah satu cara yang tepat untuk pemeriksaan tahap oprasional jalan.
Penelitian ini merupakan penelitian Survey langsung dilapangan, dengan menggunakan metode daftar Cheklist yang bersumber dari Departemen Pekerjaan Umum tentang audit keselamatan jalan untuk mengetahui kondisi permukaan jalan dan kondisi fasilitas jalan (rambu dan marka jalan) pada Kawasan Rawan Kecelakaan lalu lintas di ruas jalan Kolaka-Tanggetada.
Hasil penelitian ini menunjukan terdapat lebih dari satu kerusakan, penyempitan badan jalan dibeberapa titik, bahu jalan yang mengalami penurunan dan pada ruas-ruas tertentu juga di temukan tidak adanya rambu yang seharusnya ada, dan penyebab kecelakaan yang sering terjadi di Kawasan Hutan Lindung KM 199 – KM 201 kecamatan Tanggetada yang menjadi tingkat yang paling tinggi. Adapun faktor-faktor yang berpengaruh yaitu faktor manusia sebanyak 60 %, itu dikarenakan oleh kelalaian pengguna atau pengemudi, selain itu juga ada faktor kendaraan mencapai 15 %, dan faktor lingkungan mencapai 25 % yang menjadi sebab kecelakaan Selama tahun 2017-2022 kecelakaan terjadi pada Jalan Poros Kolaka - Tanggetada 201 yaitu 30 (kali), dengan jumlah korban 33 orang (Meninggal dunia 8 orang, luka berat 11 orang, luka ringan 14 orang), serta kerugian material Rp. 504.000.000,00
{"title":"Audit Keselamatan Jalan Untuk Penanganan Kawasan Rawan Kecelakaan Lalu Lintas Di Ruas Jalan Poros Kolaka-Tanggetada","authors":"Retno Puspaningtyas, Al Tafakur Laode, Ilham Ilham","doi":"10.54297/sciej.v4i2.518","DOIUrl":"https://doi.org/10.54297/sciej.v4i2.518","url":null,"abstract":"Kota Kolaka merupakan salah satu kota yang berkembang di Sulawesi Tenggara, apalagi dengan melihat semakin berkembangnya pembangunan infrastruktur jalan. Kecelakaan lalu lintas sebagian besar disebabkan oleh beberapa faktor. Pada Jalan Poros Kolaka – Tanggetada ada beberapa titik yang telah di tetapkan rawan kecelakaan oleh Satuan Lalu Lintas Polres Kolaka bahkan telah menjadi Black Spot karena kasus kecelakaan yang sering terjadi. RSA (Road Safety Audit) adalah salah satu cara yang tepat untuk pemeriksaan tahap oprasional jalan.
 Penelitian ini merupakan penelitian Survey langsung dilapangan, dengan menggunakan metode daftar Cheklist yang bersumber dari Departemen Pekerjaan Umum tentang audit keselamatan jalan untuk mengetahui kondisi permukaan jalan dan kondisi fasilitas jalan (rambu dan marka jalan) pada Kawasan Rawan Kecelakaan lalu lintas di ruas jalan Kolaka-Tanggetada.
 Hasil penelitian ini menunjukan terdapat lebih dari satu kerusakan, penyempitan badan jalan dibeberapa titik, bahu jalan yang mengalami penurunan dan pada ruas-ruas tertentu juga di temukan tidak adanya rambu yang seharusnya ada, dan penyebab kecelakaan yang sering terjadi di Kawasan Hutan Lindung KM 199 – KM 201 kecamatan Tanggetada yang menjadi tingkat yang paling tinggi. Adapun faktor-faktor yang berpengaruh yaitu faktor manusia sebanyak 60 %, itu dikarenakan oleh kelalaian pengguna atau pengemudi, selain itu juga ada faktor kendaraan mencapai 15 %, dan faktor lingkungan mencapai 25 % yang menjadi sebab kecelakaan Selama tahun 2017-2022 kecelakaan terjadi pada Jalan Poros Kolaka - Tanggetada 201 yaitu 30 (kali), dengan jumlah korban 33 orang (Meninggal dunia 8 orang, luka berat 11 orang, luka ringan 14 orang), serta kerugian material Rp. 504.000.000,00","PeriodicalId":498763,"journal":{"name":"Sultra Civil Engineering Journal","volume":"97 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135113891","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Sufrianto Sufrianto, Andi Makawaru Isazarni Jassin, Wira Yudha, Catrin Sudardjat, Muh. Samtun, Fikri Aris Munandar, Muhammad Muhsar
Pemetaan bukaan lahan tambang akibat dari penambangan merupakan proses mengidentifikasi dan memetakan area yang telah digali oleh perusahaan pertambangan. Pemetaan ini penting dilakukan untuk berbagai alasan, termasuk melacak perubahan penggunaan lahan, merencanakan reklamasi lahan tambang. Tujuan dari penelitian ini adalah agar dapat mengetahui luasan bukaan lahan pasca tambang, sehingga nanti perlu adanya Tindakan untuk meminimalisir dampak yang akan terjadi salah satunya adalah merencanakan reklamasi. Dari hasil analisis overlay menggunakan data citra satelit resolusi tinggi Sebaran Bukaan Lahan Pertambangan nikel Kabupaten Konawe Selatan seluas 1.360,06 Ha, terdiri dari 4 Segment dan 38 titik sebaran, perubahan tutupan lahan didominasi oleh tutupan lahan tanah terbuka dan pertanian lahan kering, bukaan tutupan lahan secara kesuluran perlu adanya reklamasi.
{"title":"Pemetaan Tiga Dimensi Bukaan Lahan Penambangan Nikel Kabupaten Konawe Selatan","authors":"Sufrianto Sufrianto, Andi Makawaru Isazarni Jassin, Wira Yudha, Catrin Sudardjat, Muh. Samtun, Fikri Aris Munandar, Muhammad Muhsar","doi":"10.54297/sciej.v4i2.522","DOIUrl":"https://doi.org/10.54297/sciej.v4i2.522","url":null,"abstract":"Pemetaan bukaan lahan tambang akibat dari penambangan merupakan proses mengidentifikasi dan memetakan area yang telah digali oleh perusahaan pertambangan. Pemetaan ini penting dilakukan untuk berbagai alasan, termasuk melacak perubahan penggunaan lahan, merencanakan reklamasi lahan tambang. Tujuan dari penelitian ini adalah agar dapat mengetahui luasan bukaan lahan pasca tambang, sehingga nanti perlu adanya Tindakan untuk meminimalisir dampak yang akan terjadi salah satunya adalah merencanakan reklamasi. Dari hasil analisis overlay menggunakan data citra satelit resolusi tinggi Sebaran Bukaan Lahan Pertambangan nikel Kabupaten Konawe Selatan seluas 1.360,06 Ha, terdiri dari 4 Segment dan 38 titik sebaran, perubahan tutupan lahan didominasi oleh tutupan lahan tanah terbuka dan pertanian lahan kering, bukaan tutupan lahan secara kesuluran perlu adanya reklamasi.","PeriodicalId":498763,"journal":{"name":"Sultra Civil Engineering Journal","volume":"10 ","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135113900","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Al Tafakur Laode, Fathur Rahman Rustan, Muhammad Buttomi Masgode, Heri Santoso, La Ode Dzakir
Pejalan kaki memiliki hak yang sama dengan pemakai jalan lainnya pengendara motor atau mobil yang kerap kali pejalan kaki menjadi korban pengendara lain yang merasa superior. Berdasarkan dengan keselamatan pejalan kaki terutama di lingkungan sekolah, lokasi studi adalah Zebra Cross akses jalan SMP Negeri 1 Kolaka yang terletak di jalan Pemuda, lokasi tersebut dipilih dikarenakan berada di jalan arteri primer yang masuk wilayah perkotaan dan jalan nasional sehingga keberadaan Zebra Cross terhadap lalu lintas kendaraan dianggap sangat penting. Penelitian ini bertujuan untuk mengetahui perilaku dan persepsi penyeberang jalan pada Zebra Cross di jalan pemuda depan SMP Negeri 1 Kolaka. Hasil penelitian ini menunjukkan pada waktu jam masuk dan jam pulang sekolah, untuk perilaku penyeberang SMP Negeri 1 Kolaka yang menyeberang melalui Zebra Cross lebih sedikit di bandingkan dengan penyeberang di luar Zebra Cross, waktu rata-rata penyeberang jalan yaitu 6,88 detik/ 88 orang, jumlah kendaraan pada jam masuk sekolah dari dua arah sebanyak 11.219 kendaraan/minggu dan pada jam pulang sekolah dari dua arah sebanyak 11.380 kendaraan/minggu. Sedangkan untuk persepsi penyeberang jalan dari 88 responden mengatakan pemahaman tentang Zebra Cross 81,81% mengatakan tahu, keamanan menyeberang di Zebra Cross 88,64% merasa aman, sosilalisasi tentang Zebra Cross 7,95%, pernah mengikuti sosialisasi, 92,05% merasa tidak pernah mengikuti sosialisasi, faktor sulitnya menyeberang di Zebra Cross 64,77% mengatakan kendaraan terlalu padat dan kencang, 12,5% merasa pandangan terhalang terhadap parkir liar dan pedagang kaki lima, 22,73% megatakan jarak terlalu jauh, fasilitas pejalan kaki di Zebra Cross 51,14% mengatakan cukup, belum memadai 40,91% dan ditambahkan jembatan penyeberangan 7,95%.
{"title":"Analisis Perilaku Penyeberang Pejalan Kaki Di Zebra Cross Jalan Pemuda Kecamatan Kolaka Kabupaten Kolaka (Studi Kasus Depan SMP Negeri 1 Kolaka)","authors":"Al Tafakur Laode, Fathur Rahman Rustan, Muhammad Buttomi Masgode, Heri Santoso, La Ode Dzakir","doi":"10.54297/sciej.v4i2.521","DOIUrl":"https://doi.org/10.54297/sciej.v4i2.521","url":null,"abstract":"Pejalan kaki memiliki hak yang sama dengan pemakai jalan lainnya pengendara motor atau mobil yang kerap kali pejalan kaki menjadi korban pengendara lain yang merasa superior. Berdasarkan dengan keselamatan pejalan kaki terutama di lingkungan sekolah, lokasi studi adalah Zebra Cross akses jalan SMP Negeri 1 Kolaka yang terletak di jalan Pemuda, lokasi tersebut dipilih dikarenakan berada di jalan arteri primer yang masuk wilayah perkotaan dan jalan nasional sehingga keberadaan Zebra Cross terhadap lalu lintas kendaraan dianggap sangat penting. Penelitian ini bertujuan untuk mengetahui perilaku dan persepsi penyeberang jalan pada Zebra Cross di jalan pemuda depan SMP Negeri 1 Kolaka. Hasil penelitian ini menunjukkan pada waktu jam masuk dan jam pulang sekolah, untuk perilaku penyeberang SMP Negeri 1 Kolaka yang menyeberang melalui Zebra Cross lebih sedikit di bandingkan dengan penyeberang di luar Zebra Cross, waktu rata-rata penyeberang jalan yaitu 6,88 detik/ 88 orang, jumlah kendaraan pada jam masuk sekolah dari dua arah sebanyak 11.219 kendaraan/minggu dan pada jam pulang sekolah dari dua arah sebanyak 11.380 kendaraan/minggu. Sedangkan untuk persepsi penyeberang jalan dari 88 responden mengatakan pemahaman tentang Zebra Cross 81,81% mengatakan tahu, keamanan menyeberang di Zebra Cross 88,64% merasa aman, sosilalisasi tentang Zebra Cross 7,95%, pernah mengikuti sosialisasi, 92,05% merasa tidak pernah mengikuti sosialisasi, faktor sulitnya menyeberang di Zebra Cross 64,77% mengatakan kendaraan terlalu padat dan kencang, 12,5% merasa pandangan terhalang terhadap parkir liar dan pedagang kaki lima, 22,73% megatakan jarak terlalu jauh, fasilitas pejalan kaki di Zebra Cross 51,14% mengatakan cukup, belum memadai 40,91% dan ditambahkan jembatan penyeberangan 7,95%.","PeriodicalId":498763,"journal":{"name":"Sultra Civil Engineering Journal","volume":"33 11","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135113366","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Lisman Lisman, Sufrianto Sufrianto, Hakiman Hakiman, Vickky Anggara Ilham
There are several types of wage systems in a construction project, including a time-based wage system, namely providing wages based on time for work that has been carried out by craftsmen, such as daily work. There is also a piece rate wage system, which provides wages directly based on the amount of workmanship produced by the craftsman. Contractors must be careful in providing wages to workers, so that the work is in accordance with the planned time, whether the contractor benefits or not. If the work time is less or even ineffective for the journeyman, then it is certain that the contractor will suffer losses because the resulting productivity is small. Based on the analysis for the productivity of daily workers and piece workers, the productivity of piece workers is greater than that of daily workers in the work of Improving the Quality of Lagasa Village Slum Settlements. For piece work on taluds for area A it is 62.47 m3/day, while daily work on taluds for area A is 7,809 m3/day, for work on drainage for area B it is 78.15 m^1/day while daily work on drainage for area B is 9, 77 m^1/day and for wholesale block paving work in area C it is 526.65 m^2/day while daily block paving work in area C is 65.83083 m^2/day
{"title":"Analisis Perbandingan Upah Harian dengan Borongan (Studi Kasus Proyek Peningkatan Kualitas Permukiman Kumuh Desa Lagasa)","authors":"Lisman Lisman, Sufrianto Sufrianto, Hakiman Hakiman, Vickky Anggara Ilham","doi":"10.54297/sciej.v4i2.528","DOIUrl":"https://doi.org/10.54297/sciej.v4i2.528","url":null,"abstract":"There are several types of wage systems in a construction project, including a time-based wage system, namely providing wages based on time for work that has been carried out by craftsmen, such as daily work. There is also a piece rate wage system, which provides wages directly based on the amount of workmanship produced by the craftsman. Contractors must be careful in providing wages to workers, so that the work is in accordance with the planned time, whether the contractor benefits or not. If the work time is less or even ineffective for the journeyman, then it is certain that the contractor will suffer losses because the resulting productivity is small. Based on the analysis for the productivity of daily workers and piece workers, the productivity of piece workers is greater than that of daily workers in the work of Improving the Quality of Lagasa Village Slum Settlements. For piece work on taluds for area A it is 62.47 m3/day, while daily work on taluds for area A is 7,809 m3/day, for work on drainage for area B it is 78.15 m^1/day while daily work on drainage for area B is 9, 77 m^1/day and for wholesale block paving work in area C it is 526.65 m^2/day while daily block paving work in area C is 65.83083 m^2/day","PeriodicalId":498763,"journal":{"name":"Sultra Civil Engineering Journal","volume":"58 9","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135113534","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
This research wants to examine the level of public satisfaction with the services provided by the Southeast Sulawesi Provincial Transportation Service through its service units. The research implementation was only focused on 4 Ferry Port UPTDs, namely the Baubau-Waara Ferry Port UPTD, the Torobulu-Tampo Ferry Port UPTD, the Amolengo-Labuan Ferry Port UPTD and the Kendari-Langara Ferry Port UPTD, where the implementation time took place from March-August 2023. The research sample was 384 passengers who had received services at the 4 UPTD ferry ports. The research results concluded that the level of community satisfaction was 77,050 or in the good category.
{"title":"Analisis Tingkat Kepuasan Masyarakat terhadap jasa pelayanan Pelabuhan Penyeberangan di Provinsi Sulawesi Tenggara","authors":"Asriyati Asriyati, Hado Hado, Sufrianto Sufrianto, Maudhy Satyadharma","doi":"10.54297/sciej.v4i2.509","DOIUrl":"https://doi.org/10.54297/sciej.v4i2.509","url":null,"abstract":"This research wants to examine the level of public satisfaction with the services provided by the Southeast Sulawesi Provincial Transportation Service through its service units. The research implementation was only focused on 4 Ferry Port UPTDs, namely the Baubau-Waara Ferry Port UPTD, the Torobulu-Tampo Ferry Port UPTD, the Amolengo-Labuan Ferry Port UPTD and the Kendari-Langara Ferry Port UPTD, where the implementation time took place from March-August 2023. The research sample was 384 passengers who had received services at the 4 UPTD ferry ports. The research results concluded that the level of community satisfaction was 77,050 or in the good category.","PeriodicalId":498763,"journal":{"name":"Sultra Civil Engineering Journal","volume":"27 4","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135113992","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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