Jurnal JOS-MRK最新文献_第9页

ANALISIS KINERJA SIMPANG BERSINYAL DAN BIAYA OPERASIONAL KENDARAAN PADA JALAN GALUNGGUNG – JALAN RAYA TIDAR – JALAN BONDOWOSO KOTA MALANG 分析了马朗市邦多沃索镇高陵贡道(TIDAR highway)的车辆尾迹和运营成本

Jurnal JOS-MRK Pub Date : 2021-09-20 DOI: 10.55404/jos-mrk.2021.02.03.174-179

Hanafi Wahyu Wicaksono, R. Sasongko, Udi Subagyo

{"title":"ANALISIS KINERJA SIMPANG BERSINYAL DAN BIAYA OPERASIONAL KENDARAAN PADA JALAN GALUNGGUNG – JALAN RAYA TIDAR – JALAN BONDOWOSO KOTA MALANG","authors":"Hanafi Wahyu Wicaksono, R. Sasongko, Udi Subagyo","doi":"10.55404/jos-mrk.2021.02.03.174-179","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.174-179","url":null,"abstract":"Increased traffic flow at crossroads that doesn’t have a suitable infrastructure can cause traffic jam. The traffic jam that occurs also has an impact on vehicle operating cost that passing through the intersection. On the page malangchannel.com, the intersection at Jalan Galunggung, Jalan Raya Tidar and Jalan Bondowoso is one of the points in Malang City that have high frequently traffic jams. Congestion occurs because there are many motorized vehicles across to the area, where the area around the location has a shops, malls, campuses, and others. This study aims to find how much the intersection Level Of Service (LOS) and the vehicle operating costs that passing through the intersection and give the best solution in order to improve the performance of the intersection and reduce the vehicle operating cost. The data used include the geometric of intersection, traffic signals, side friction, traffic volume during peak hours, average speed of vehicles during peak hours and components of vehicle operating costs. The calculation of intersection performance using MKJI 1997, vehicle operating costs using Pacific Consultant International (PCI) and intersection congestion costs using Tzedakis 1980. The calculation results show that the existing condition of the intersection has passed the saturation point with the service level (LOS) F of and the average vehicle delay 1013.6 sec / pcu and the congestion cost Rp. 86,744,635 / hour for light vehicles (LV). and IDR 15,424,569 / hour for heavy vehicles (HV). Alternative improvements of intersection by resetting the phases from 2 to 4, road geometric adjustment and adding the flyovers, the congestion costs can be reduced to Rp. 1,319,498 / hour for light vehicles (LV) and Rp. 231,244 / hour for heavy vehicles (HV) with the Level Of Service (LOS) B from average delay of vehicle 14.5 sec / pcu.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"158 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":"124494613","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}

引用次数: 0

PERENCANAAN SISTEM DISTRIBUSI AIR BERSIH DAN PENGOLAHAN AIR BUANGAN PADA PEMBANGUNAN TOWER A APARTEMEN TAMANSARI EMERALD SURABAYA 规划清洁水的分配系统和污水处理在TAMANSARI公寓TAMANSARI的建设上

Jurnal JOS-MRK Pub Date : 2021-09-20 DOI: 10.55404/jos-mrk.2021.02.03.30-35

Mu'inul Mubin, Mohamad Zenurianto, Sugiharti Sugiharti

引用次数: 0

PENGGUNAAN LIMBAH BAN BEKAS SEBAGAI SUBSTITUSI PASIR PADA CAMPURAN BATA BETON RINGAN DITINJAU KUAT TEKANNYA 使用废车胎废物作为轻混凝土混合物的沙子替换，充分利用了它们的压力

Jurnal JOS-MRK Pub Date : 2021-09-20 DOI: 10.55404/jos-mrk.2021.02.03.156-161

Agung Setiawan, Agus Sugiarto, S. Riyanto

{"title":"PENGGUNAAN LIMBAH BAN BEKAS SEBAGAI SUBSTITUSI PASIR PADA CAMPURAN BATA BETON RINGAN DITINJAU KUAT TEKANNYA","authors":"Agung Setiawan, Agus Sugiarto, S. Riyanto","doi":"10.55404/jos-mrk.2021.02.03.156-161","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.156-161","url":null,"abstract":"Semakin banyaknya (limbah ban bekas )yang menumpuk dan minimnya pengolahan terhadap limbah jenis ini tergolong dalam limbah tidak mudah terurai yang dapat menimbulkan bahaya terhadap lingkungan, mempertimbangkan pengembangan bata beton ringan yang semakin banyak membutuhkan material yang bisa mengurangi berat dari bata beton ringan tersebut maka dengan menggunakan limbah ban bekas yang berupa crumb rubber mempunyai berat jenis ± 1,09 g/mL mampu mengurangi berat jenis, karet juga mempunyai sifat elastis yang memungkinkan bisa mengcover beton sebelum mengalami pecah saat kuat tekan maksimal. Penelitian ini bertujuan untuk menganalisis unjuk kerja bata beton ringan dengan crumb rubber sebagai substitusi agregat halus. Penelitian dilakukan di Laboratorium Beton Politeknik Negeri Malang dengan menggunakan 4 variasi crumb rubber yaitu 0%, 25%, 50%, dan 75% agregat halus. Setiap variaton dibuat menjadi 15 kubus berukuran 15x15cm selama 7, 14, dan 28 hari proses curing sebelum melalui uji kuat tekan. Hasil penelitian menunjukkan crumb rubber mampu menurunkan berat badan hingga 29,8527%, 41,9009% dan 43,2396%. variasi kekuatan masing-masing dalam 28 hari, 0% dengan hasil 30.293 Mpa, 25% dengan hasil 5.0933 Mpa, 50% dengan hasil 2.2844 Mpa, 75% dengan hasil 1.5555 Mpa.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"25 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":"130823951","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}

引用次数: 0

PENYUSUNAN PROJECT PLANNING PEMBANGUNAN JALAN TOL BALIKPAPAN – SAMARINDA SEKSI 2.2

Jurnal JOS-MRK Pub Date : 2021-09-20 DOI: 10.55404/jos-mrk.2021.02.03.195-201

Alfin Ali Kadzafi, Moch. Khamim, M. Marjono

{"title":"PENYUSUNAN PROJECT PLANNING PEMBANGUNAN JALAN TOL BALIKPAPAN – SAMARINDA SEKSI 2.2","authors":"Alfin Ali Kadzafi, Moch. Khamim, M. Marjono","doi":"10.55404/jos-mrk.2021.02.03.195-201","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.195-201","url":null,"abstract":"Project of The Balikpapan – Samarinda Highway at The 2.2 Section which is carried out by PT. Wijaya Karya (Persero) Tbk. The 9 km long Balikpapan – Samarinda Highway needs an alternative project planning to succeed the project. The purpose of this thesis is (1) determine the implementation strategy, (2) to control the safety and quality, (3) to make the implementation schedule, (4) project implementation cost budget plan. The required data were detail engineering design (DED), work plan and provisions, base unit price Kab. Kutai Kartanegara in 2019. MS. Project 2019 was used for scheduling and MS. Excel 2019 was used for estimating the cost. From the results of project planning obtained: (1) strategy of carrying out earthworks, subgrade, aggregate foundation layers, work floors with division of 3 zones; rigid pavement work: done in sequence from Sta. 38 + 125 until Sta 47 + 125; Pile, Pile Cap and Abutment work: done alternately from Abutment 1 to Abutment 2; Erection Girder Work: Using Crawler Crane; bridge and Parapet floor plates: done simultaneously Abutment 1 and Abutment 2; Asphalt Work: done from bridge 1 to bridge 2. (2) quality plan which is indicated by SOP (standard operating procedure) and material testing plan in the field and HSE Plan by completing the HIRADC list to reduce the potential for work accidents in project implementation (3) on calendar days (4) at Rp. 411.266.751.000,00.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"201 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":"123494719","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}

引用次数: 1

STUDI VALUE ENGINEERING PADA PROYEK PEMBANGUNAN PUSAT LABORATORIUM FORENSIK KOTA JAYAPURA 查亚普拉市法医实验室建设项目的工程研究

Jurnal JOS-MRK Pub Date : 2021-09-20 DOI: 10.55404/jos-mrk.2021.02.03.72-77

Indra Syahrul, Joko Setiono, Suhariyanto Suhariyanto

{"title":"STUDI VALUE ENGINEERING PADA PROYEK PEMBANGUNAN PUSAT LABORATORIUM FORENSIK KOTA JAYAPURA","authors":"Indra Syahrul, Joko Setiono, Suhariyanto Suhariyanto","doi":"10.55404/jos-mrk.2021.02.03.72-77","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.72-77","url":null,"abstract":"Currently, Indonesia is intensively carrying out infrastructure development to make it look like a developed country. But the infrastructure development requires a very large cost. Construction project development activities have a very important element, namely costs to support the project's continuity. In this connection, we need an alternative to reduce costs called value engineering. Value engineering will be carried out in the Jayapura City Forensic Laboratory Development Project which consists of 2 floors with an area of 2488 m2 which costs Rp. 20,360,981,171.25. This study aims to determine which work items can be performed value engineering, to determine life cycle costs and cost savings. The data used are the Budget Plan (RAB), Work Plan and Conditions (RKS), Detailed Engineering Design (DED). This value engineering study is carried out in five stages, namely the information stage, the creative stage, the analysis stage, the development stage and the recommendation stage. The method used in this study to determine the work items using the Pareto diagram and the selection of the selected alternatives using the zero-one method. From the study results, it is found that seven items of work that need to be saved include wall mating work, floor tile work (main), plastering work, finishing coat work, ceramic plinth work, wall ceramic work, and floor tile work (toilet). The cost savings obtained were Rp. 433,960,959.05 or 2.13% of the initial cost and a life cycle fee of Rp. 507,355,517.72 or 12.44%.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"11 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":"121603472","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}

引用次数: 0

RE-DESIGN STRUKTUR PADA BANGUNAN GEDUNG POLDA SULAWESI SELATAN DENGAN BEBAN HELIPAD

Jurnal JOS-MRK Pub Date : 2021-09-20 DOI: 10.55404/jos-mrk.2021.02.03.25-29

bunga saraswati tamang panji, Sudarmanto Sudarmanto, Sugiharti Sugiharti

{"title":"RE-DESIGN STRUKTUR PADA BANGUNAN GEDUNG POLDA SULAWESI SELATAN DENGAN BEBAN HELIPAD","authors":"bunga saraswati tamang panji, Sudarmanto Sudarmanto, Sugiharti Sugiharti","doi":"10.55404/jos-mrk.2021.02.03.25-29","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.25-29","url":null,"abstract":"The building of Polda Sulawesi Selatan will be re-Design with enlargement the dimension of column to get a good, save,strong and earthquake resistant building planning and also to minimize the possibility of collapse from the building due to the considerable weight of the helipad.. Planning carried out includes floor slabs, stairs, beams, columns, and foundations. Planning uses the LRFD (Load Resistance Factors Design) method with loading based on SNI 1727-2013. Moment analysis was carried out with the software named RSAP 2019 while for the design depiction using AutoCAD 2017. From the results of the discussion, it is found that the floor slabs use the main reinforcement D13-250 and D13150, the reinforcement for D10-150. Typical beam dimensions with a size of 30/40 using D16 mains and D10 studs. Column dimensions are typically used with a size of 45/55 using 10D16 main reinforcement and D10-100mm stirrups. The ladder structure uses a 15 cm plate thickness, the lower reinforcement uses D13 - 150, and the dividing reinforcement uses Ø8-150. The foundation uses Bored Pile using 2 piles with a pile depth of 4.8 m and a pile diameter of Ø40cm, then the thickness of the pile cap is used 1 m and the dimensions of the pile cap are 2m x 1.2 m with the reinforcement of the pile cap using D22-100 reinforcement and for borpile reinforcement uses 8 D16 and spiral stirrups.","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":"127741696","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}

引用次数: 0

PERBAIKAN PADA ALUR SUNGAI GUNTING KABUPATEN JOMBANG DENGAN NORMALISASI DAN TURAP SEBAGAI PENGENDALI BANJIR 剪发区剪发区修护，具有正常化和结节作为水灾控制

Jurnal JOS-MRK Pub Date : 2021-09-20 DOI: 10.55404/jos-mrk.2021.02.03.131-137

Muhammad Fahrizal Alfianto, M. Efendi, Sutikno Sutikno

{"title":"PERBAIKAN PADA ALUR SUNGAI GUNTING KABUPATEN JOMBANG DENGAN NORMALISASI DAN TURAP SEBAGAI PENGENDALI BANJIR","authors":"Muhammad Fahrizal Alfianto, M. Efendi, Sutikno Sutikno","doi":"10.55404/jos-mrk.2021.02.03.131-137","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.131-137","url":null,"abstract":"Flooding is a problem that often occurs on the banks of the Gunting River, Sumiboto District, Jombang Regency. Reduced river capacity due to the accumulation of sedimentation and narrowing of river bodies that occurs due to natural factors or human activity. Several technical and non-technical ways to anticipate and control flooding. Technically, it can be carried out normalizing rivers and embankments, constructing floodways, constructing retarding basins, constructing sudetan, and controlling floods with reservoirs. Whereas non-technically, it can be through flood plain management, land use management in flood watersheds, socialization, or counseling to the community about flooding problems, and utilization of existing river banks. Based on the calculation, there is a design rainfall of 124,007 mm. Buntung River flood debit with a 50-years return period of 342,935 m3/second. Based on the analysis with a 50-years return period, the existing section can’t accommodate the planned flood discharge, so it is planned to improve the river. The cross-sectional dimensions of the river use a trapezoidal shape. The result of the embankment planning is obtained at least 0.75 m of embankment guard from the water level. Based on the calculation of the Budget Plan it gets around Rp. 226.170.610.600.-","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"50 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":"121061627","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}

引用次数: 0

PERENCANAAN STRUKTUR GEDUNG GEREJA KRISTEN JAWI WETAN SENGKALING KABUPATEN MALANG 规划基督教教堂的结构JAWI WETAN SENGKALING区

Jurnal JOS-MRK Pub Date : 2021-09-20 DOI: 10.55404/jos-mrk.2021.02.03.239-243

gabriel pattiasina, Sugiharti Sugiharti, Moch. Khamim

{"title":"PERENCANAAN STRUKTUR GEDUNG GEREJA KRISTEN JAWI WETAN SENGKALING KABUPATEN MALANG","authors":"gabriel pattiasina, Sugiharti Sugiharti, Moch. Khamim","doi":"10.55404/jos-mrk.2021.02.03.239-243","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.239-243","url":null,"abstract":"Planning the structure of the Christianity Church building Jawi Wetan Sengkaling Malang District. This writing purpose to designing with steel frame refers to regulations such as earthquake resistance refers to SNI 1726-2012. Calculation of steel structure using the method Load and Resistance Factor Design (LRFD) which refers to SNI 1729-2002 and the calculation of reinforced concrete structure refers to SNI 2847-2002, SNI 1726-2012. Analysis of statics structures here by using the Computer application program Robot Structural Analysis Professional 2018 and for the results of planning building using the Computer application program Auto CAD 2018. The result of replanning the upper structure by using steel truss using 2L 60.60.8 profile, profile gording Lip Channels 150.50.20.4,5 mm, gording suspension using plain iron Ø13, wind bonding using a plain iron Ø13, also using a junction of bolts Ø1 \"D = 25,4 mm and the joints on the anchor 4 Ø 19.05 mm or 3/4\" with the length of use 40 cm.Planning of Main structure the result of Plate/ Deck get 12cm thickness and Ø16-150 The dimensions of secondary beam is 20/40 (5D16 & 3D16), dimension of cross beam and main beam 40/70 (2D29 & 2D29), Dimensions of sloof 40/70 (2D29 & 2D29), Column Dimensions 40/70 (8D29), and the thickness of the staircase 15 cm using D10.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"215 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":"128777449","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}

引用次数: 0

PERENCANAAN SISTEM AIR BERSIH PADA PEMBANGUNAN TOWER PREMIER APARTEMEN BESS MANSION SURABAYA 贝丝泗水大厦首映式上的清洁水系统规划

Jurnal JOS-MRK Pub Date : 2021-09-20 DOI: 10.55404/jos-mrk.2021.02.03.99-104

Niendya Kinofa Sasmita, Mohamad Zenurianto, Suselo Utoyo

引用次数: 0

PERENCANAAN ULANG SALURAN DRAINASE KAWASAN JALAN KENDALPAYAK - JALAN SIMPANG PAKISAJI KABUPATEN MALANG

Jurnal JOS-MRK Pub Date : 2021-09-20 DOI: 10.55404/jos-mrk.2021.02.03.221-226

Ninda Sholeha, U. R. Pudjowati, Agus Suhardono

{"title":"PERENCANAAN ULANG SALURAN DRAINASE KAWASAN JALAN KENDALPAYAK - JALAN SIMPANG PAKISAJI KABUPATEN MALANG","authors":"Ninda Sholeha, U. R. Pudjowati, Agus Suhardono","doi":"10.55404/jos-mrk.2021.02.03.221-226","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.221-226","url":null,"abstract":"On area Jl. Kendalpayak – Jl.Simpang Pakisaji Malang Regency, inundation often occurs during the rainy season. The occurrence of this flooding is caused by the insufficient capacity of the drainage planning, waste in drainage channels to accommodate the discharge of rainwater runoff, improper drainage planning, waste in drainage channels, the amount of waste from households and the large number of closed drainage channels because they are made for community homes. The purpose of this thesis is to design drainage channels and infiltration wells, calculating construction costs as well as creating scheduling plans for job in the area. The method used in this study was the Log Person Type III with the re-planning for 10 years. The data needed are topographic maps, rainfall data from the closest stations: Kepanjen, Sukun, and Tangkilsari in 2010 until 2019, and the price of the Malang Regency work pricipil in 2020. The calculation results the design rainfall is 107, 33 mm/day; design flood discharge of 2,031m3/second; the infiltrations weels with dimensions of 0,7 meters with depth of 1,7 meters. The drainage channel dimensions are planned by the smallest size of 0,4 m x 0,4 m and the largest size is 1 m x 1 m with construction cost is Rp. 8,581,572,367.92 and the execution time is 18 weeks","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"42 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":"129253789","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}

引用次数: 0