Perlintasan sebidang sering ditemukan pada perkotaan di Indonesia. Tidak sedikit perlintasan sebidang menimbulkan permasalahan seperti kemacetan, hal ini akan menyebabkan terjadinya tundaan yang akan mengakibatkan pemborosan biaya operasional kendaraaan (BOK) dan berkurangnya kinerja ruas jalan. Dengan datanya data yang di dapat dari JPL 81 bahwa kereta yang melintas di perlintasan ini mencapai 100 kereta per harinya, maka tujuan dari penelitian ini yaitu untuk mengurangi permasalahan kemacetan yang mana diperlukannya rencana pembangunan underpass di Jl Perjuangan Kota Bekasi. Data yang dibutuhkan dalam penelitian ini berupa data volume lalu lintas, data kecepatan, serta data tundaan yang terjadi di perlintasan tersebut. Penelitian ini berupa analisis kelayakan lalu lintas dan kelayakan ekonomi dalam pembangunan underpass diperlintasan sebidang. Kelayakan lalu lintas ditinjau dari hasil kinerja ruas jalan sebelum dan sesudah adanya underpass, sedangkan kelayakan ekonomi dinilai berdasarkan analisis Benefit Cost Ratio (BCR) , Net Present Value (NPV) dan Internal Rate of Return (IRR). Berdasarkan hasil perhitungan yang dilakukan dengan umur rencana selama 30 tahun, di dapatkan derajat kejenuhan tahun 2021 pada hari senin (without project) sebesar 0,88 dan setelah adanya pembangunan underpass menurun menjadi 0,68. Ada pula penghematan yang di dapatkan dari adanya pembangunan underpass yaitu sebesar Rp 1.266.102.484,-. Dari hasil kelayakan ekonomi di dapatkan nilai BCR sebesar 1,20 (BCR>1) yang mana di dapatkan nilai BCR >1 pada tahun ke 9, NPV sebesar Rp 5.977.728.145,94 (NPV > 0) dan IRR sebesar 13,33%, sesuai dengan persyaratan kelayakan maka rencana pembangunan underpass dinyatakan layak.
{"title":"STUDI KELAYAKAN EKONOMI TERHADAP PEMBANGUNAN UNDERPASS DI JALAN PERJUANGAN KOTA BEKASI","authors":"Sabila Azzahra, Burhamtoro Burhamtoro, Johanes Asdhi Poerwanto","doi":"10.55404/jos-mrk.2021.02.04.69-72","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.04.69-72","url":null,"abstract":"Perlintasan sebidang sering ditemukan pada perkotaan di Indonesia. Tidak sedikit perlintasan sebidang menimbulkan permasalahan seperti kemacetan, hal ini akan menyebabkan terjadinya tundaan yang akan mengakibatkan pemborosan biaya operasional kendaraaan (BOK) dan berkurangnya kinerja ruas jalan. Dengan datanya data yang di dapat dari JPL 81 bahwa kereta yang melintas di perlintasan ini mencapai 100 kereta per harinya, maka tujuan dari penelitian ini yaitu untuk mengurangi permasalahan kemacetan yang mana diperlukannya rencana pembangunan underpass di Jl Perjuangan Kota Bekasi. Data yang dibutuhkan dalam penelitian ini berupa data volume lalu lintas, data kecepatan, serta data tundaan yang terjadi di perlintasan tersebut. Penelitian ini berupa analisis kelayakan lalu lintas dan kelayakan ekonomi dalam pembangunan underpass diperlintasan sebidang. Kelayakan lalu lintas ditinjau dari hasil kinerja ruas jalan sebelum dan sesudah adanya underpass, sedangkan kelayakan ekonomi dinilai berdasarkan analisis Benefit Cost Ratio (BCR) , Net Present Value (NPV) dan Internal Rate of Return (IRR). Berdasarkan hasil perhitungan yang dilakukan dengan umur rencana selama 30 tahun, di dapatkan derajat kejenuhan tahun 2021 pada hari senin (without project) sebesar 0,88 dan setelah adanya pembangunan underpass menurun menjadi 0,68. Ada pula penghematan yang di dapatkan dari adanya pembangunan underpass yaitu sebesar Rp 1.266.102.484,-. Dari hasil kelayakan ekonomi di dapatkan nilai BCR sebesar 1,20 (BCR>1) yang mana di dapatkan nilai BCR >1 pada tahun ke 9, NPV sebesar Rp 5.977.728.145,94 (NPV > 0) dan IRR sebesar 13,33%, sesuai dengan persyaratan kelayakan maka rencana pembangunan underpass dinyatakan layak.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"36 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-12-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121623822","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}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.36-43
Khairul Ummam Adisanjaya, M. Sholeh, Dandung Novianto
Polytechnic State of Madiun development project is the multi-storey building that consist of 4 floors with a 8450 m2 total building area. The project was originally planned to use a bored pile 23 m depth. Taking into consideration of implementation efficiency, the author compared the initial application planning between bored pile and spun pile. Static analysis used Autodesk Robot Structural Analysis Professional 2018 and the loading used PPIUG 1983. Soil data N-SPT point DB-3 was used as reference calculation. Implementation used Drop Hammer machine then cost estimation calculation used HSPK Madiun. From the analysis result, it was found that the largest combination load was column 11 (Portal G A 11) and column 12 (Portal G As 12) with the 485.188,48 kg LRFD combination load and 380307,72 kg ASD combination load. The bearing capacity of spun pile was 130,025 ton while bearing capacity group was 589,887 ton with the decrease of total foundation was 8,880 cm. It needed Rp. 9.390.264.961. Different from spun pile, the bearing capacity of bored pile was 139,229 ton while bearing capacity group was 595,792 ton with the decrease of total foundation was 9,464 cm. It costed Rp. 15.248.960.510. Furthermore, based on bearing capacity calculation, implementation, and cost, Spun pile was the most efficient and lowest cost.
马迪翁国立理工大学开发项目是一座多层建筑，由4层组成，总建筑面积为8450平方米。该项目最初计划使用23米深的钻孔桩。从实施效率的角度出发，对钻孔桩和旋打桩的初始应用规划进行了比较。静力分析使用Autodesk Robot Structural analysis Professional 2018，加载使用PPIUG 1983。土壤数据N-SPT点DB-3作为参考计算。采用落锤机实现，然后采用HSPK Madiun进行成本估算计算。从分析结果来看，最大组合荷载为11柱(Portal G A 11)和12柱(Portal G As 12)， LRFD组合荷载为485.188、48 kg, ASD组合荷载为380307、72 kg。旋桩承载力为130,025吨，承载力组为589,887吨，总基础减少8,880 cm。它需要Rp为9.390.264.961。钻孔灌注桩与旋打桩不同，其承载力为139,229吨，承载力组为595,792吨，总基础减少量为9,464 cm。它的价格是15.248.960.510卢比。从承载力计算、实施和成本等方面考虑，旋塞桩效率最高，成本最低。
{"title":"ANALISIS PERBANDINGAN KAPASITAS DAYA DUKUNG PONDASI TIANG PANCANG BERDASARKAN PERHITUNGAN DAN UJI LAPANGAN PADA PROYEK PENGEMBANGAN KAMPUS POLITEKNIK NEGERI MADIUN","authors":"Khairul Ummam Adisanjaya, M. Sholeh, Dandung Novianto","doi":"10.55404/jos-mrk.2021.02.03.36-43","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.36-43","url":null,"abstract":"Polytechnic State of Madiun development project is the multi-storey building that consist of 4 floors with a 8450 m2 total building area. The project was originally planned to use a bored pile 23 m depth. Taking into consideration of implementation efficiency, the author compared the initial application planning between bored pile and spun pile. Static analysis used Autodesk Robot Structural Analysis Professional 2018 and the loading used PPIUG 1983. Soil data N-SPT point DB-3 was used as reference calculation. Implementation used Drop Hammer machine then cost estimation calculation used HSPK Madiun. From the analysis result, it was found that the largest combination load was column 11 (Portal G A 11) and column 12 (Portal G As 12) with the 485.188,48 kg LRFD combination load and 380307,72 kg ASD combination load. The bearing capacity of spun pile was 130,025 ton while bearing capacity group was 589,887 ton with the decrease of total foundation was 8,880 cm. It needed Rp. 9.390.264.961. Different from spun pile, the bearing capacity of bored pile was 139,229 ton while bearing capacity group was 595,792 ton with the decrease of total foundation was 9,464 cm. It costed Rp. 15.248.960.510. Furthermore, based on bearing capacity calculation, implementation, and cost, Spun pile was the most efficient and lowest cost.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"43 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123578994","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}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.90-98
Nanda Arditama, S. Sumardi, Nawir Rasidi
In the implementation method most contractors use conventional formwork which takes longer time. Therefore, it is necessary to use an innovation with semi-conventional system formwork method which is a combination of multiplex and hollow material. The purpose of this study is to analyze the strength of the half-system formwork, its implementation, and the operational costs of the project of 1 to 9 floors with a total area of 5,708.255m2. The data used include shop drawings and work unit prices of Surabaya City 2018. Microsoft Excel 2016 was for the calculations and Microsoft Project 2016 was for the scheduling. The calculations resulted semi-conventional formwork using wood and hollow steel of beam and slab formworks on 161 work days Rp. 2.790.745.668,86.
{"title":"PERENCANAAN BEKISTING DAN PERANCAH PADA GEDUNG BERTINGKAT DENGAN SISTEM ZONASI (STUDI KASUS : PROYEK APARTEMEN DARMO HILL SURABAYA)","authors":"Nanda Arditama, S. Sumardi, Nawir Rasidi","doi":"10.55404/jos-mrk.2021.02.03.90-98","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.90-98","url":null,"abstract":"In the implementation method most contractors use conventional formwork which takes longer time. Therefore, it is necessary to use an innovation with semi-conventional system formwork method which is a combination of multiplex and hollow material. The purpose of this study is to analyze the strength of the half-system formwork, its implementation, and the operational costs of the project of 1 to 9 floors with a total area of 5,708.255m2. The data used include shop drawings and work unit prices of Surabaya City 2018. Microsoft Excel 2016 was for the calculations and Microsoft Project 2016 was for the scheduling. The calculations resulted semi-conventional formwork using wood and hollow steel of beam and slab formworks on 161 work days Rp. 2.790.745.668,86.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"32 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122393372","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}
Project thesis of The Suncity Residence Apartment in Sidoarjo Regency has a area of 61,013m2 with a building area around ± 3,662.65 m2. The height of this building reaches 90 meters. This building has 30 floors including semi basement and roof. The Budget Plan for the implementation of the Suncity Residence Apartment Building Development Project in Sidoarjo Regency from the results with the cost of Rp 81,939,779,299. The duration of the plan needed to work on the Suncity Residence Apartment Building Project in Sidoarjo Regency is 294 calendar days. The purpose of this thesis is to make project planning in terms of organizational structure, traffic management, site layout, implementation methods, costs, and scheduling. The data used in this thesis is by using Work Plans and Requirements, shop drawings, and Surabaya City HSPK in 2019. Analysis of Work Unit Price is reviewed based on AHSP Permen PUPR no. 28 of 2016. This planning produces an organizational structure that uses the type of line / line; Analysis of the site layout produces 2 alternatives and alternative 2 is chosen because it approaches 0; Traffic management planning using one gate system; the implementation strategy uses a zoning system with a bottom-up method.
{"title":"PERBANDINGAN METODE KONVENSIONAL DENGAN METODE PRECAST PADA PEMBANGUNAN GEDUNG SUNCITY RESIDENCE APARTEMEN KABUPATEN SIDOARJO","authors":"Yaskie Cahyana Oktanugraha, Dyah Lidyaningtias, Djoko Trianto","doi":"10.55404/jos-mrk.2021.02.03.78-83","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.78-83","url":null,"abstract":"Project thesis of The Suncity Residence Apartment in Sidoarjo Regency has a area of 61,013m2 with a building area around ± 3,662.65 m2. The height of this building reaches 90 meters. This building has 30 floors including semi basement and roof. The Budget Plan for the implementation of the Suncity Residence Apartment Building Development Project in Sidoarjo Regency from the results with the cost of Rp 81,939,779,299. The duration of the plan needed to work on the Suncity Residence Apartment Building Project in Sidoarjo Regency is 294 calendar days. The purpose of this thesis is to make project planning in terms of organizational structure, traffic management, site layout, implementation methods, costs, and scheduling. The data used in this thesis is by using Work Plans and Requirements, shop drawings, and Surabaya City HSPK in 2019. Analysis of Work Unit Price is reviewed based on AHSP Permen PUPR no. 28 of 2016. This planning produces an organizational structure that uses the type of line / line; Analysis of the site layout produces 2 alternatives and alternative 2 is chosen because it approaches 0; Traffic management planning using one gate system; the implementation strategy uses a zoning system with a bottom-up method.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"3 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116252414","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}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.233-238
Chintya Puspitasari Sutanto, Burhamtoro Burhamtoro, M. Marjono
Plaza Surabaya is one of the shopping centers in the city of Surabaya with a large parking area. This strategic location has the effect of increasing activity so that it can reduce the comfort of visitors entering and leaving the parking area. According to some people, the prevailing parking rates are considered quite expensive when compared to the facilities provided. The purpose of this study is to optimize parking conditions with additional facilities followed by several alternatives including alternative 1, namely increasing tariffs and alternative 2, progressive tariffs. The data needed in this study are vehicle parking survey data, questionnaires, existing parking plans, and parking operational costs. To obtain primary data, direct observations were made in the field during mall operating hours. The observation process was carried out in a limited situation because it coincided with the Covid-19 pandemic. The results of the analysis show that the parking turnover rate is 2 vehicles/SRP/day for cars and motorcycles with a net income of Rp. 3,468,960,000, - and a motorbike of Rp. 1,460,000,000,- in a year. The value of the WTP rate based on the type of work is Rp. 6.955,-. In the 60o angle parking pattern, the car and motorcycle parking capacities are 650 SRP and 673 SRP. Optimum parking income is in alternative 1 obtained Rp. 5,694,000,000,- for cars and motorcycle parking revenues of 2,456,450,000,-
{"title":"OPTIMALISASI PARKIR TERHADAP PENDAPATAN PARKIR DI PLAZA SURABAYA","authors":"Chintya Puspitasari Sutanto, Burhamtoro Burhamtoro, M. Marjono","doi":"10.55404/jos-mrk.2021.02.03.233-238","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.233-238","url":null,"abstract":"Plaza Surabaya is one of the shopping centers in the city of Surabaya with a large parking area. This strategic location has the effect of increasing activity so that it can reduce the comfort of visitors entering and leaving the parking area. According to some people, the prevailing parking rates are considered quite expensive when compared to the facilities provided. The purpose of this study is to optimize parking conditions with additional facilities followed by several alternatives including alternative 1, namely increasing tariffs and alternative 2, progressive tariffs. The data needed in this study are vehicle parking survey data, questionnaires, existing parking plans, and parking operational costs. To obtain primary data, direct observations were made in the field during mall operating hours. The observation process was carried out in a limited situation because it coincided with the Covid-19 pandemic. The results of the analysis show that the parking turnover rate is 2 vehicles/SRP/day for cars and motorcycles with a net income of Rp. 3,468,960,000, - and a motorbike of Rp. 1,460,000,000,- in a year. The value of the WTP rate based on the type of work is Rp. 6.955,-. In the 60o angle parking pattern, the car and motorcycle parking capacities are 650 SRP and 673 SRP. Optimum parking income is in alternative 1 obtained Rp. 5,694,000,000,- for cars and motorcycle parking revenues of 2,456,450,000,-","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"17 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121677515","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}
In the Semantok Dam construction project in Nganjuk Regency, local road access to the quarry is required. The road access is needed to support the mobilization of material originating from the quarry. The road will also become a public road and at the same time become a tourist access at the Semantok Dam. And the plan will use rigid pavement as pavement. The data needed for planning is the volume of traffic planning hours, CBR of land, topographic maps, and the price of the main unit of activity (HSPK) in 2019 in Nganjuk Regency. This planning refers to the InterCity Road Geometric Planning Procedure No. 038 / T / BM / 1997, Method of Bina Marga for Pavement Planningfor Cement Concrete Roads SNI Pd T-14-2003, Analysis of Unit Prices by way of Bina Marga No. 28 / PRT / M / 2016. This planning resulted in a road with a length of 5 km, a width of 3.5 m per lane, an undivided 4-lane 2-way road type (4/2 UD), and 2 m wide shoulders; 4 S-C-S bends (Spiral Circle Spiral) and 3 S-S bends (Spiral Spiral) and 3 convex and 4 concave vertical bends; The pavement thickness is 210 mm and the thickness of the road foundation is 150 mm; with a budgetof Rp.34,214,243,074
在nangjuk摄政的Semantok大坝建设项目中，需要当地的道路通往采石场。需要道路通道来支持采石场原料的调动。这条道路也将成为一条公共道路，同时成为Semantok大坝的旅游通道。该计划将使用刚性路面作为路面。规划所需的数据是nangjuk摄政王2019年的交通规划小时数、土地CBR、地形图和主要活动单位(HSPK)的价格。本规划参照《城际道路几何规划规程》第038 / T / BM / 1997号、《水泥混凝土道路路面规划比纳玛加方法》SNI Pd T-14-2003号、《比纳玛加28 / PRT / M / 2016号单价分析》。这条道路长5公里，每条车道宽3.5米，是一条不分割的4车道双向道路类型(4/2 UD)，道路肩宽2米;4个S-C-S弯(螺旋圆螺旋)，3个S-S弯(螺旋螺旋)，3个凸弯，4个凹弯;路面厚度210 mm，道路基础厚度150 mm;预算为34,214,243,074卢比
{"title":"PERENCANAAN ULANG GEOMETRIK JALAN UNTUK QUARRY BENDUNGAN SEMANTOK KABUPATEN NGANJUK (STA 00+000 s/d STA 05+000)","authors":"MUSYAFFA' Alqowi, Dwi Ratnaningsih, Winda Harsanti","doi":"10.55404/jos-mrk.2021.02.03.138-142","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.138-142","url":null,"abstract":"In the Semantok Dam construction project in Nganjuk Regency, local road access to the quarry is required. The road access is needed to support the mobilization of material originating from the quarry. The road will also become a public road and at the same time become a tourist access at the Semantok Dam. And the plan will use rigid pavement as pavement. The data needed for planning is the volume of traffic planning hours, CBR of land, topographic maps, and the price of the main unit of activity (HSPK) in 2019 in Nganjuk Regency. This planning refers to the InterCity Road Geometric Planning Procedure No. 038 / T / BM / 1997, Method of Bina Marga for Pavement Planningfor Cement Concrete Roads SNI Pd T-14-2003, Analysis of Unit Prices by way of Bina Marga No. 28 / PRT / M / 2016. This planning resulted in a road with a length of 5 km, a width of 3.5 m per lane, an undivided 4-lane 2-way road type (4/2 UD), and 2 m wide shoulders; 4 S-C-S bends (Spiral Circle Spiral) and 3 S-S bends (Spiral Spiral) and 3 convex and 4 concave vertical bends; The pavement thickness is 210 mm and the thickness of the road foundation is 150 mm; with a budgetof Rp.34,214,243,074","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"73 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130051832","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}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.202-209
Nachda Nur Mahdiyah, Dyah Lidyaningtias, Susapto Susapto
The BeSS Mansion Sarabaya apartment building is a construction project with a total building area of 86,000 m2. This apartment complex, which is located in the centre of Surabaya, includes 44 stories of Tower Premiere, 42 stories of Tower Suite, and 9 stories of Tower Podium parking area. Tower Cranes are used to transport or move materials in the construction of high-rise buildings. The objective of this thesis analysis is to figure out how many Tower Cranes are needed, as well as scheduling, operational costs, site layout, traffic management, and the HIRARC matrix. The data used were shop drawings, Tower crane specifications, and Tower Crane rental prices. According to the results of this calculating plan, two units of Tower Cranes are required to complete structural work, with a total work time of 5,592 hours. Tower Crane type MCT 205 requires a rental cost of Rp. 844,266,37 per hour, whereas Tower Crane type Tengda TC 6018 requires a rental charge of Rp. 701.184.89 per hour. On the site layout study, there are four options, and option 2 has been chosen because it is close to 0 or the minimum value, and traffic management planning uses an one gate system.
{"title":"PERENCANAA PENGGUNAAN TOWER CRANE UNTUK PEKERJAAN STRUKTUR PROYEK APARTEMEN BESS MANSION SURABAYA","authors":"Nachda Nur Mahdiyah, Dyah Lidyaningtias, Susapto Susapto","doi":"10.55404/jos-mrk.2021.02.03.202-209","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.202-209","url":null,"abstract":"The BeSS Mansion Sarabaya apartment building is a construction project with a total building area of 86,000 m2. This apartment complex, which is located in the centre of Surabaya, includes 44 stories of Tower Premiere, 42 stories of Tower Suite, and 9 stories of Tower Podium parking area. Tower Cranes are used to transport or move materials in the construction of high-rise buildings. The objective of this thesis analysis is to figure out how many Tower Cranes are needed, as well as scheduling, operational costs, site layout, traffic management, and the HIRARC matrix. The data used were shop drawings, Tower crane specifications, and Tower Crane rental prices. According to the results of this calculating plan, two units of Tower Cranes are required to complete structural work, with a total work time of 5,592 hours. Tower Crane type MCT 205 requires a rental cost of Rp. 844,266,37 per hour, whereas Tower Crane type Tengda TC 6018 requires a rental charge of Rp. 701.184.89 per hour. On the site layout study, there are four options, and option 2 has been chosen because it is close to 0 or the minimum value, and traffic management planning uses an one gate system.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131640564","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}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.84-89
Fransisca Kharina Rosalia, Agus Suhardono, S. Sutikno
Water is a natural resource that is an important part of supporting survival. This shows that the availability of water affects human life, therefore the authors plan a distribution network for 5 villages namely Tremas, Jatimalang, Gembong, Arjosari and Paggutan villages. The purpose of this thesis is to find out the population, calculate the discharge of water needs of residents, calculate the mainstay of discharge, calculate the reservoir capacity, calculate the financial analysis of water and how the service system is. The data needed are population data, topographic maps, source debit and price list for the Pacitan regency work unit in 2018. The method used in this planning is to show the population in 2029 as many as 19307, the discharge of water needs is 3.64lt / sec, while the mainstay debit uses the basic year method is based on the 2017 planning year and distribution using a 5250meter long GI pipe with details of 3000m long 2inch pipe, 1250meter 3inch length and 1000meter 4 inch long pipe. For the reservoir design with a size of 10m x 10m x 3m. The cost of water in 2029 is Rp. 500 per m3. The service system with a capacity of 300m3 is able to meet the needs of 5 villages
{"title":"KAJIAN JARINGAN DISTRIBUSI DAN ANALISA FINANSIAL PADA PERENCANAAN PENGEMBANGAN JARINGAN AIR BERSIH DI KECAMATAN ARJOSARI , KABUPATEN PACITAN","authors":"Fransisca Kharina Rosalia, Agus Suhardono, S. Sutikno","doi":"10.55404/jos-mrk.2021.02.03.84-89","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.84-89","url":null,"abstract":"Water is a natural resource that is an important part of supporting survival. This shows that the availability of water affects human life, therefore the authors plan a distribution network for 5 villages namely Tremas, Jatimalang, Gembong, Arjosari and Paggutan villages. The purpose of this thesis is to find out the population, calculate the discharge of water needs of residents, calculate the mainstay of discharge, calculate the reservoir capacity, calculate the financial analysis of water and how the service system is. The data needed are population data, topographic maps, source debit and price list for the Pacitan regency work unit in 2018. The method used in this planning is to show the population in 2029 as many as 19307, the discharge of water needs is 3.64lt / sec, while the mainstay debit uses the basic year method is based on the 2017 planning year and distribution using a 5250meter long GI pipe with details of 3000m long 2inch pipe, 1250meter 3inch length and 1000meter 4 inch long pipe. For the reservoir design with a size of 10m x 10m x 3m. The cost of water in 2029 is Rp. 500 per m3. The service system with a capacity of 300m3 is able to meet the needs of 5 villages","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"104 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132696254","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}
RSUD Sidoarjo plans to add a roof structure which requires redesign of the roof structure, main structure and lower structure for the addition of these structures. The data required is a drawing of existing building and soil data. The analysis process are using manual calculations and SAP 2000. Based on the analysis results, obtained the profile used by the roof of WF 200x100x5,5x8 with bolt joints, the floor of the building using a two-way plate system with a thickness of 12 cm, dimensions and the number of reinforcement in the main beam of 40/75 (5D16 & 3D16), joist of 20/30 (4D16 & 2D16), column of 700x700 (8D29), sloof of 40/40 and bore pile of 550 mm.
{"title":"PERENCANAAN ULANG STRUKTUR GEDUNG RUMAH SAKIT UMUM DAERAH - SIDOARJO","authors":"Nadya Erica Brilyanti, Armin Naibaho, Dandung Novianto","doi":"10.55404/jos-mrk.2021.02.03.123-130","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.123-130","url":null,"abstract":"RSUD Sidoarjo plans to add a roof structure which requires redesign of the roof structure, main structure and lower structure for the addition of these structures. The data required is a drawing of existing building and soil data. The analysis process are using manual calculations and SAP 2000. Based on the analysis results, obtained the profile used by the roof of WF 200x100x5,5x8 with bolt joints, the floor of the building using a two-way plate system with a thickness of 12 cm, dimensions and the number of reinforcement in the main beam of 40/75 (5D16 & 3D16), joist of 20/30 (4D16 & 2D16), column of 700x700 (8D29), sloof of 40/40 and bore pile of 550 mm.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"30 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124808271","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}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.216-220
Angela Meike Kawer, Johanes Asdhi Poerwanto, S. Riyanto
Saiful Anwar Hospital in Malang is one of A-class hospitals in East Java. Since there are many facilities and personnel offered by this hospital, it makes this hospital become one of the most active hospitals in Malang in serving patients. In order to maintain comforts and services in the hospital, it’s necessary to evaluate two-wheeled vehicles parking area characteristics in each motorcycle parking area of RSUD, to find out the available parking spaces to accommodate motorcyle, and also solutions to solve parking problems. The data is taken from the results of the patrol survey which was conducted on June 17 2019. From the results of the survey that has been analyzed the biggest accumulation amount of parking lots was 464 vehicles in the visitor's motorcycle parking building, 150 vehicles on the Emergency Station motorcycles parking, and 205 vehicles on the pavilion motorcycle parking lot with an average duration of parking at each location 4 hours to 5 hours. From the data that has been analyzed, the author provides a solution by expanding the parking space on the Pavilion motorcycle parking lot, where the motorcycle parking area exceeds the capacity or the demand is greater than the available capacity of two-wheeled vehicles parking area.
{"title":"PERENCANAAN GEDUNG PARKIR MOTOR DI PAVILIUN RSUD dr. SAIFUL ANWAR KOTA MALANG","authors":"Angela Meike Kawer, Johanes Asdhi Poerwanto, S. Riyanto","doi":"10.55404/jos-mrk.2021.02.03.216-220","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.216-220","url":null,"abstract":"Saiful Anwar Hospital in Malang is one of A-class hospitals in East Java. Since there are many facilities and personnel offered by this hospital, it makes this hospital become one of the most active hospitals in Malang in serving patients. In order to maintain comforts and services in the hospital, it’s necessary to evaluate two-wheeled vehicles parking area characteristics in each motorcycle parking area of RSUD, to find out the available parking spaces to accommodate motorcyle, and also solutions to solve parking problems. The data is taken from the results of the patrol survey which was conducted on June 17 2019. From the results of the survey that has been analyzed the biggest accumulation amount of parking lots was 464 vehicles in the visitor's motorcycle parking building, 150 vehicles on the Emergency Station motorcycles parking, and 205 vehicles on the pavilion motorcycle parking lot with an average duration of parking at each location 4 hours to 5 hours. From the data that has been analyzed, the author provides a solution by expanding the parking space on the Pavilion motorcycle parking lot, where the motorcycle parking area exceeds the capacity or the demand is greater than the available capacity of two-wheeled vehicles parking area.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129633500","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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