Jurnal Manajemen Teknologi & Teknik Sipil最新文献

{"title":"ANALISA KINERJA SIMPANG TAK BERSINYAL JALAN SIMPANG BRANGGAHAN NGADILUWIH KABUPATEN KEDIRI","authors":"Aditiya Yayang Nurkafi, Yosef Cahyo, Sigit Winarto, A. I. Candra","doi":"10.30737/JURMATEKS.V2I1.408","DOIUrl":"https://doi.org/10.30737/JURMATEKS.V2I1.408","url":null,"abstract":"The development of transportation in the Kediri Regency has an impact on increasing people's daily activities in the transportation sector. So far, the Branggahan Ngadiluwih road section at the crossroads leading to the connecting bridge between Ngadiluwih sub-district and Mojo sub-district, at certain hours, there is often traffic activity due to road performance, which plays an important role in transportation activities. This study aims to determine: the value of capacity (C), degree of saturation (DS), the queue of opportunity (QP), and the value of traffic delay (DT) at the intersection. The method used is data collection based on the MKJI 1997. Based on the results of research and discussion of the performance of the Branggahan Ngadiluwih intersection, the value of the queuing opportunity is between 52.287% - 105.135%, the average value of the delay in traffic exceeds 15 sec / SMP, the value of degrees saturation exceeds the standard, namely 1.136. To reduce the delay that occurs at the intersection. That exceeds the maximum value (> 15 sec / SMP), it is necessary to install a parking restriction and stop at an approach where there is no shoulder for parking, and a traffic light is needed.Perkembangan transportasi dikabupaten kediri berdampak pada meningkatnya aktivitas keseharian masyarakat di bidang transportasi. Sejauh ini pada ruas jalan branggahan ngadiluwih di simpang jalan menuju jembatan penghubung antara kecamatan ngadiluwih dengan kecamatan mojo pada jam tertentu sering terjadi kesibukan lalu lintas karena kinerja jalan yang menjadi peranan penting dalam kegiatan transportasi. Penelitian ini bertujuan  mengetahui: nilai kapasitas (C), derajat kejenuhan (DS), antrian peluang (QP) serta nilai tundaan lalu lintas (DT) pada persimpangan tersebut. Metode yang digunakan adalah pengumpulan data yang berpedoman pada MKJI 1997. Berdasarkan hasil penelitian dan pembahasan kinerja simpang Branggahan Ngadiluwih memiliki nilai peluang antrian disimpang tersebut antara 52,287% - 105,135%, nilai tundaan pada lalu lintas rata-rata melebihi 15 det/smp, nilai derajat kejenuhan melebihi standart yaitu 1,136. Untuk menurunkan tundaan pada simpang yang melebihi nilai maksimum (>15 det/smp) besarnya perlu dipasang larangan parkir dan berhenti di pendekat yang tidak tersedia bahu untuk parkir serta perlu pemasangan lampu lalu lintas (Traffic Light).","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"200 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122349315","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}

{"title":"PENELITIAN PENAMBAHAN BAHAN BATU PADAS PADA CAMPURAN ASPAL BETON","authors":"S. Supriadi, Yosef Cahyo, Ahmad Ridwan","doi":"10.30737/JURMATEKS.V2I1.407","DOIUrl":"https://doi.org/10.30737/JURMATEKS.V2I1.407","url":null,"abstract":"Asphalt Concrete (Hotmix) is a mixture of coarse aggregate, fine aggregate and filler (Filler) with asphalt binder in high temperature conditions with the composition studied and regulated by technical specifications. In this study, asphalt concrete mixtures were given materials additional padas. This addition was carried out to study and determine the effect of padas on the asphalt concrete mixture with the addition of 5%, 10%, and 15%. Compressive strength specimens in the form of cylinders with a diameter of 10.09 cm and an average height of 7.8 cm. Testing is done after 2 days. Asphalt with the addition of 5% padas is better able to produce a better value of stability than others. The addition of padas rock produced a strong stability of 5% at 888.0747 kg, 10% at 598,199 kg, 15% at 441,6391 kg. To reach the optimum level, the mixture on concrete asphalt ranges < 5%Aspal Beton (Hotmix) adalah campuran agregat kasar, agregat halus, dan bahan pengisi (Filler) dengan bahan pengikat aspal dalam kondisi suhu tinggi (panas) dengan komposisi yang diteliti dan diatur oleh spesifikasi teknis.. Pada penelitian ini, campuran aspal beton diberi bahan tambahan batu padas. Penambahan ini dilakukan untuk mempelajari dan mengetahui pengaruh batu padas pada campuran aspal beton dengan penambahan 5%, 10%, dan 15%. Benda uji kuat tekan berupa silinder dengan diameter 10,09 cm dan  tinggi rata rata 7,8 cm. Pengujian dilakukan setelah 2 hari. Aspal dengan  penambahan batu padas 5% lebih mampu menghasilkan  nilai stabilitas yang lebih baik dari pada yang lainya. Penambahan batu padas menghasilakan  kuat stabilitas masing masing yaitu 5% sebesar 888.0747 kg, 10% sebesar 598.199 kg, 15% sebesar 441.6391 kg. Untuk mencapai kadar optimum maka campuran padas pada aspal beton berkisar antara < 5%","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"39 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-02-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126688633","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}

{"title":"PERENCANAAN PENINGKATAN JALAN PADA RUAS JALAN PACITAN-NGADIROJO","authors":"Bakhtiar Andhi Harsono, Sigit Winarto, Yosef Cahyo","doi":"10.30737/jurmateks.v1i2.417","DOIUrl":"https://doi.org/10.30737/jurmateks.v1i2.417","url":null,"abstract":"ABSTRACT The Pacitan-Ngadirojo road section is one of the East Java Province Roads located in Pacitan District, which includes cross-district roads. The condition of the Pacitan-Ngadirojo road segment is generally a flat road that has several bends, inclines and derivatives along the link. Passing through a number of sub-districts and villages in the Pacitan Regency area which has right and left sides, there are settlements, agricultural land, plantations, gardens, rice fields, and traditional shopping places.To analyze road performance, the writer uses the method Manual Kapasitas Jalan Indonesia (MKJI, 1997), while to calculate the thickness of road pavement, we use the method Bina Marga (1987).From the results of the road performance analysis, data were obtained as follows: Degree of Saturation (DS) on the Pacitan-Ngadirojo road segment beginning in 2011 amounted to 0.047 while the performance analysis for the next 10 years obtained a DS of 0,078. This means that the level of road services on the road segment has not yet taken into account traffic actions or management, which in this case is road widening.For the calculation of pavement thickness with the Bina Marga Method the flexible pavement thickness on the Pacitan-Ngadirojo road section is 7,5 cm. Key words : Road Improvement Planing, Pavement Thickness, Degree of Saturation","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"42 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-10-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124119014","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}

{"title":"ANALISA PERBANDINGAN MANAJEMEN WAKTU ANTARA PERENCANAAN DAN PELAKSANAAN (STUDI KASUS: PADA GEDUNG ASRAMA PONDOK PESANTREN SANANUL HUDA DI SELOREJO KAB. BLITAR)","authors":"R. Hidayah, Ahmad Ridwan, Yosef Cahyo","doi":"10.30737/jurmateks.v1i2.416","DOIUrl":"https://doi.org/10.30737/jurmateks.v1i2.416","url":null,"abstract":"ABSTRACTSuccess of fail of project some times because of minimize planning project activity, and control is uneffectively, so the activity of project is not efficient. It has consequences later, low quality, and increasing budget of project. Project manajement must be doing from start to finish. Case studying in this researeh was bilding dormitories of Pondok Pesantren Sananul Huda. As insfrasstrukture for teaching and learning in Pondok Pesantren Sananul Huda area. The location is in Desa sumberagung, Kecamatan Selorejo, Kabupaten Blitar. PERT and CPM method used to know how long this project will be finished and found probabilities time acceleration tis project. The purpose of this research was for knowing time efficiency considered from these methods. The result of anality time manajement used PERT and CPM method, be found critical stripe as long as 102 work days. And be found optimal time with acceleration till 5 day, exactly 97 work days and increasing cost was Rp. 959.058.508;.  Keywords: Critical Part Method (CPM), Program Evaluation and Review Technique (PERT)","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"17 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131322003","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}

{"title":"STUDI PERENCANAAN JEMBATAN CUMPLENG DENGAN METODE PRATEKAN DI KEC. SLAHUNG KABUPATEN PONOROGO","authors":"Adi Susanto, Yosef Cahyo, Sigit Winarto","doi":"10.30737/jurmateks.v1i2.375","DOIUrl":"https://doi.org/10.30737/jurmateks.v1i2.375","url":null,"abstract":"                                                                                                                                    ABSTRACTIn planning Cumpleng Bridge in Slahung Subdistrict, Ponorogo Regency with an overall span of 30 meters, the overall width of the bridge is 4.20 meters and the width of the pavement is 3.50 meters. Considering the Cumpleng Bridge is one of several bridges in the development area of the Slahung District. This bridge has an important meaning as a liaison between Slahung Village and Galak Village, so that it is expected to facilitate traffic flow and improve economic development and development in the region.In this planning study we use a calculation method to calculate the backrest and backrest, vehicle floor, main girder and abutment / lower building. The results of the planning of the bridge include: planning of the backpost, floor of the vehicle, main beam and transverse beam. The main beam uses post tensile composite prestressed concrete (post-tensioning with height, 1.10 meters, concrete quality (fc) 40 Mpa, consisting of 2 tendons using type VSL 12 with strands of 10 pieces and other buildings using concrete ordinary bone).Keywords / keywords: Concrete, Voltage, Precast and Cross Section.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"72 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123153072","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}

{"title":"JOB MIX LASTON (AC-BC) MENGGUNAKAN BUBUK GYPSUM DAN ABU BATA MERAH","authors":"M. Aminuddin, Sigit Winarto, Yosef Cahyo","doi":"10.30737/jurmateks.v1i2.420","DOIUrl":"https://doi.org/10.30737/jurmateks.v1i2.420","url":null,"abstract":"ABSTRACT Asphalt Coating Concrete is one type of flexible pavement, the concrete asphalt consists of fine aggregates, coarse aggregates, fillers, and bitumen with a certain level mixed in hot conditions. In a mixture of laston filler serves as a cavity filler in the mixture, increases stability, and binders concrete asphalt. In this study, researchers used gypsum powder and red brick ash filler instead of cement.This research was conducted to find out how the effect of using gypsum and red brick ash powder as filler in the laston mixture (ac-bc) in terms of Marshall characteristics. Variations in the asphalt content used in the laston mixture in this study were 5%, 5.5%, 6%, 6.5%, and 7% in which each bitumen content was made as many as 3 samples.After doing the Marshall test, it is known that with volumetric and Marshall parameters using 3 samples of each bitumen content, the average results obtained in the calculation: VMA of 17.68%, VIM of 4.46%, VFB of 74.87%, Stability amounting to 1152 kg, Flow of 2.47 mm, and MQ of 472 kg / mm. And from the results of tests or testing of Marshall characteristics, the optimum bitumen content needed in the last-mix mixture of AC-BC using powdered gypsum and red brick ash filler was 6.5%. Keywords: Laston, filler, gypsum powder, red brick ash, Marshall characteristics","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130394098","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}

{"title":"KAJIAN PERENCANAAN CHECKDAM KALI NGASINAN KANAN DESA NOTOREJO KECAMATAN GONDANG KABUPATEN TULUNGAGUNG","authors":"Ahmad Nasirudin, Sigit Winarto, Sudjati Sudjati","doi":"10.30737/jurmateks.v1i2.377","DOIUrl":"https://doi.org/10.30737/jurmateks.v1i2.377","url":null,"abstract":"ABSTRACT Checkdam is a controlling building created because of the flow of water with a large enough sediment concentration, where the sediment comes from soil erosion in the upstream part of the river, to find out the analysis of hydrology, regarding its rainfall, analyze the flood discharge. With the form of a checkpoint in the village of Notorejo, it can prevent and reduce disasters due to the flow of sediments that are formulated in such a way that the river concerned can function normally and effectively in terms of two angles, namely flood control and river development. Rainfall based on calculation of log pearson type III on R20 is 100mm, and Flood Debit Plan 167 m3 / dt. The ability of the sediment capacity of 700,692 m3 / dt and the capacity of sediment capacity to remain 525,519. and able to withstand shear force and rolling stability, this discharge plan is useful for reducing sediment that enters the river salts and provides safety of surrounding agricultural areas due to erosion, stabilizes the riverbed, directs river flow and reduces the occurrence of breakdowns in bridge structures along the river flow mate. Keywords: checkdam, hydrology, sediment, flood discharge, stability. ","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"60 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126169483","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}

{"title":"PERENCANAAN PONDASI TIANG PANCANG PADA GEDUNG SEKRETARIAT DEWAN DPRD KABUPATEN KEDIRI","authors":"D. Hartanto, Yosef Cahyo, Sigit Winarto","doi":"10.30737/jurmateks.v1i2.418","DOIUrl":"https://doi.org/10.30737/jurmateks.v1i2.418","url":null,"abstract":"ABSTRACT The foundation holds a very important role in the construction of a building. Aside from being the foundation of the strength of a building construction, the foundation plays a role in distributing the burden of the building on it, so that it can be channeled to the subsoil well and make the building stand firm. For this reason, the calculation of the foundation must be calculated precisely so that the construction of the building can be stable and not decrease. The purpose of this study was to plan the carrying capacity and size and reinforcement of the stake in the Kediri Regency DPRD Secretariat Building with sondir data. The author conducts the examination method directly in the field and coordinates with the Planning Consultant and looks for references from several literature. From the results of the author's calculation, it can be concluded as follows: 1. The loading that occurs in one to four floor buildings is: a) 4th floor life load and dead load are obtained at 684558.8 kg b) 3d floor load and dead load are obtained at 701838.8 kg c) The second floor's live load and dead load are obtained at 736398.8 kg d) The 1st floor living load and dead load are obtained at 736398.8 kg e) Then, the total loading (Wt) was obtained 2806395.4 kg = 2859.19 tons 2. Pile foundation dimensions = 40 cm; depth = 10 meters, with the number of two pieces per Pile Cap 3. The amount of reinforcement needs on the building foundation is 20575.05 kg In planning the foundation of a building the completeness of the data is an absolute requirement that is needed so that the level of security and efficiency of the foundation can be planned and carried out in the field appropriately. ","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"34 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-08-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121638349","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}

{"title":"PERBANDINGAN KEKUATAN BETON DENGAN CAMPURAN DRAMIX STEEL FIBER DAN TULANGAN WIREMESH PADA RIGID PAVEMENT (Comparison of the Strength of Concrete with a mixture of Dramix Steel Fiber and Wiremesh Reinforcement on Rigid Pavement)","authors":"A TwoPujiGuntur, Yosef Cahyo, Sigit Winarto","doi":"10.30737/jurmateks.v1i2.419","DOIUrl":"https://doi.org/10.30737/jurmateks.v1i2.419","url":null,"abstract":"ABSTRACTConcrete has a weakness that is having a low tensile strength and brittle so that the concrete is given steel reinforcement to anticipate it. In this study, the concrete mixture was added with dramix steel fiber. This addition was carried out to study and determine the effect of dramix steel fiber on compressive strength, flexural strength on normal quality concrete with the addition of 0%, 10%, 20% and 30% in compressive loads. Compressive strength specimens in the form of cylinders with a diameter of 15 cm and a height of 30 cm and bending strength test specimens in the form of blocks with a length of 60 cm, width of 15 cm and height of 15 cm. Testing is done after 28 days. Concrete with the addition of dramix steel fiber is 30% more capable of producing a higher compressive strength than the others. The addition of dramix steel fiber resulted in an average compressive strength of 0%, 29.07 MPa, 10%, 29.33 MPa, 20%, 29.40 MPa, 30%, 29.58 MPa. For the highest flexural strength of concrete in the 15/15/60 beam sample, that is in the concrete mixture and the addition of dramix steel fiber of 5.44 MPa, it is higher than the addition of reinforcement iron m8, which is 4.96 MPa.Keywords:Dramix Steel Fiber, compressive strength, concrete flexural strength, m8 wiremesh","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"150 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-08-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114279656","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}

{"title":"PENELITIAN CAMPURAN ASPAL BETON MENGGUNAKAN PASIR VULKANIK GUNUNG KELUD DENGAN LIMBAH BOTOL PLASTIK","authors":"Cici Sri Isma Evrilyana, Ahmad Ridwan, Yosef Cahyo","doi":"10.30737/jurmateks.v1i2.384","DOIUrl":"https://doi.org/10.30737/jurmateks.v1i2.384","url":null,"abstract":" AbstractThe use of a mixture of plastic bottle waste on concrete asphalt as an additional material for pavement is one of the alternatives used to obtain a good quality pavement layer. And innovation in the use of volcanic sand from Kelud Mountain as a substitute for brantas sand This addition also aims to reduce the amount of plastic waste that is difficult to decipher, in order to reduce the presence of waste so that it does not cause adverse impacts on the community. This study aims to determine the characteristic properties of asphalt with a mixture of plastic bottle wastes. The results of the research are the addition of plastic bottle waste by 2%, 3%, and 5%. % - 5% can meet the laston mixture specification (AC-BC). Keywords: Concrete Asphalt, Plastic Bottle Waste, Marshall Test.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"8 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-08-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114732666","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}