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Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri
Published by Universitas Bina Bangsa
ISSN : 2798964X     EISSN : 27989658     DOI : https://doi.org/10.46306/tgc
Core Subject : Engineering,
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering
Taguchi Adalah Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri terbit secara daring pada bulan Juni dan Desember. untuk menyebarluaskan hasil-hasil penelitian dalam bidang keilmuan Teknik dan Manajemen Industri sesuai dengan Body Knowledge pada Teknik industri.
Arjuna Subject : Teknik (semua kategori) - Tenik Industri dan Manufaktur
Articles 162 Documents
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ANALISIS EFEKTIVITAS PREVENTIVE MAINTENANCE PADA AUTOMATIC NAIL MACHINE DI CV. TIGA BHAKTI Saiful Bahri; Handy Febri Satoto
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.103

Abstract

Production machines are a vital part owned by a company engaged in manufacturing production, so the company must optimize the use or operation of production machines. Optimization of the production process is also balanced with maintenance that is carried out periodically so that the machine does not experience fatal damage (Corrective Maintenance) which causes maintenance costs to be greater and also interferes with production process activities so that the target demand is not met, As for the purpose of carrying out maintenance, among others, so that the production namely Automatic Nail Machine runs optimally, the company can increase the amount of production, shortening production time, preventing work accidents caused by machines and the production process can run smoothly, the way it is done is by maximizing maintenance by applying the methods owned and also requires better alternative methods. This study uses the method (Age Raplacement) which aims to determine the cost of maintaining machines that have been and will be carried out maintenance, so that researchers can provide alternatives in optimizing the treatment process that can help companies overcome high maintenance costs. After calculating using the Age Replacement method and using minitab18 software, the results obtained before maintenance costs reached Rp. 16,144,000. and after maintenance using the Age raplacement method obtained a decrease in maintenance costs to Rp11,473,401
ANALISIS PENJADWALAN PEKERJAAN SALURAN DRAINASE JALAN LINTAS SELATAN LOT.6 KABUPATEN TULUNGAGUNG DENGAN METODE PERT Ade Irfan Taranau; Hanie Teki Tjendani
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.104

Abstract

The construction of the South Cross Road Lot.6 in Tulungagung Regency is still in progress with an initial contract value of Rp. 518,708,635,957. - not including VAT. The construction of this road starts from Karanggongso – Nglarap (Trenggalek Regency) for 10,450 km and Nglarap – Klatak (Tulungagung Regency) for 4,414 km. Construction of Drainage channels in the South Cross Road construction project Lot.6 district. Tulungagung is very diverse, ranging from V-ditch and U-ditch work. Due to the complexity of the activities that must be carried out in a construction project, supporting equipment is needed that can speed up data processing quickly, accurately and precisely. The equipment is a computer and its software, one of which uses the Microsoft Project program. For the drainage channel construction project itself, it has a budget plan of Rp. 46,179,268,645.48 with a planned completion of 763 days. The data collection carried out in this study was secondary data from the South Cross Road project Lot.6 Tulungagung Regency in the form of a Budget Plan, Time Schedule, project data and shop drawings. Evaluation is carried out by analyzing the duration of each activity in the drainage canal work and dependency logic based on the PDM analysis in Microsoft Project then analyzing three-time estimates based on the PERT method and analyzing the cost of the project plan based on the PERT analysis. From the evaluation results it was found that the analysis using the PERT method was more efficient with work acceleration of 4 working days with a duration of 759 days, while the costs for this project were in accordance with the plan, because there were no additional resources and materials in the implementation of the project. Based on the critical path analysis in the Microsoft Project, the critical path work is excavation work for drainage channels and also mortar stone work, so that the completion of this project is very dependent on these two works
ANALISIS KINERJA SIMPANG BERSINYAL: Studi Kasus: Persimpangan Jl. Raya Nginden – Jl. Raya Prapen – Jl. Panjang Jiwo - Jl. Jagir Wonokromo Syahril Wahyu Saifuddin; Hary Moetriono
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.105

Abstract

It is the capital of East Java Province. Surabaya is the second largest city in Indonesia after Jakarta. Based on data from the Surabaya City Statistics Center in 2020, the population of Surabaya City is 2,904,751 people. Congestion is one of the problems that occur in cities including the city of Surabaya, the occurrence of congestion due to the accumulation of vehicle volume at certain hours so that it accumulates vehicles which causes a halt in traffic flow at a highway intersection. One of them is the intersection of Jalan Raya Nginden - Jalan Raya Prapen - Jalan Panjang Jiwo - Jalan Jagir Wonokromo.The method used in this study is the Indonesian Road Capacity Manual method in 1997 (MKJI 1997). The author conducted a traffic survey by calculating the number of vehicles passing for 3 days, namely Tuesday, Wednesday and Thursday during rush hour, namely in the morning at 06.00 – 09.00 WIB, during the day 11.00 – 14.00 WIB and in the afternoon 15.00 – 18.00 WIB. The calculation is carried out per 15 minutes. And itcan be calculated the amount of traffic volume, the capacity of intersections and the magnitude of the degree of saturation, The results showed that the maximum traffic volume at the existing condition of the intersection of Jalan Raya Nginden - Jalan Raya Prapen - Jalan Panjang Jiwo - Jalan Jagir Wonokromo occurred on Wednesday at 15.00 – 18.00 WIB. Jalan Raya Nginden amounted to 1610 smp / hour, Jalan Raya Prapen 1761 smp / hour, Jalan Panjang Jiwo amounted to 1540 smp / hour, Jalan Jagir Wonokromo amounted to 1680 smp / hour. The result of the degree of saturation at each intersection is 0.90
ANALISIS KELAYAKAN PENAMBAHAN MESIN KEBI DI PABRIK BERAS Ihfadlotul Khoiriyah; Setijanen Djoko Haridjanto
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.106

Abstract

UD Sumber Tani is a rice production business located in the Gresik region. Along with seeing the increasing demand for rice products and increasing profit generation. UD Sumber Tani seeks to increase production capacity by adding machine facilities, namely kebi (polisher) machines. In this effort, it requires a further effort in analyzing the addition of the kebi machine. Due to the expensive selling value of the machine. The analysis carried out is to analyze from various feasibility aspects including market, technical and financial. In the financial aspect, it includes NPV, IRR, and Payback Period. The results of the analysis obtained include market and technical aspects are said to be feasible by weighing product demand, machine specifications, layout and so on. Meanwhile, in the financial aspect, it was found that the NPV of IDR 1,696,324,627 ≥ 0 was said to be feasible, IRR was 58% ≥ MARR and the return that occurred in the addition of this machine was one year faster than the economic value of the machine. The addition of machines at UD Sumber Tani by conducting a series of analyses is said to be feasible
ANALISIS BIAYA DAN WAKTU PENGGUNAAN ALAT BERAT PADA PEKERJAAN GALIAN DAN TIMBUNAN PADA PROYEK PEMBANGUNAN JALAN DAN JEMBATAN LINGKAR SELATAN KABUPATEN SAMPANG Meike Wattimena; Budi Witjaksana
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.107

Abstract

In the Ring Road development project or the Southern Ring Road, located in Torjun District, Sampang Madura Regency, the length of the South Ring Road (JLS) is 6,455 Km, from STA 0+945 to STA 7+400, and the road width is 12m and will be built 5 bridges and flyovers with a maximum height of 10 m. The earthworks that will be discussed are excavation and embankment work, which require a combination of excavators and dump trucks. In this study the calculations use the settlement method in the form of calculations to find out the productivity of using heavy equipment, in the calculation of Excavator Productivity it requires per cycle production data (P), work efficiency and also cycle time as a calculation analysis and for calculating Dump Truck Productivity requires data on the capacity of the dump truck, efficiency factor, hauling distance and also cycle time. Furthermore, to find out how many units of heavy equipment are needed, in the Excavator calculation the data needed is the volume of excavated stockpiles per day and also the length of time for work, and for the calculation of Dump Trucks, the volume of excavation and stockpiles is needed and the calculation of Dump Truck productivity. And then to find out the cost of renting heavy equipment is needed, the data needed for both tools is equipment rental data per hour, length of work and number of units used. Based on the calculations performed, it can be concluded that the productivity calculation for 1 Excavator Unit yields 615,344 m3/day for 7 days, 3 Dump Truck Units yields 566,811 m3/day for 7 days. And for the cost of renting heavy equipment for excavators, the results are Rp. 39,143,371.12, for renting heavy equipment for dump trucks, the results are Rp. 78,638,665
ANALISIS BIAYA DAN WAKTU PADA PEMBANGUNAN RUMAH SAKIT TINGKAT III BRAWIJAYA SURABAYA MENGGUNAKAN METODE CRITICAL CHAIN PROJECT MANAGEMENT (CCPM) Ahmad Mufahri; Wateno Oetomo
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.108

Abstract

There are still many problems in project implementation, such as errors in calculating estimated costs and time needed to complete the project during the planning or management stages that are not appropriate, material problems, labor. , equipment, finances, and unfavorable environment causing delays in project implementation. As a result, cost and time management is needed, to increase the efficiency and effectiveness of project management to get the most out of existing resources. All of that to achieve the objectives of the Level III Brawijaya Hospital Surabaya Building Development project, especially progress in gathering cost (financial), time (timetable) and quality (quality) standards to overcome this problem, the Critical Chain Project Management (CCPM) method can be used as a alternatives in the planning and management of construction projects. This critical chain project management methodology is a method that really avoids multitasking employees because it can cause prolonged work involving activities that are not always the same, which can make employees lose focus on their work. There is also the term buffer. This means the schedule period is added to protect the critical chain for project success. There are two relatively easy approaches to determining buffer size. For the project buffer, the feeding buffer also uses the Cut and Paste Method (C&PM) and the Root Square Error Method (RSEM). Based on the analysis with the application of the critical chain project management method, it was obtained that the feeding buffer was 109 days and the project buffer was 130 days, so that the time obtained to complete the UB Level III Hospital, Suarabaya Building Development project was 164 days. By using the CCPM method, labor cost savings of Rp. 3.099.752.228 00 without Buffer consumption. However, if the buffer is consumed, an additional fee of Rp. 3.099.752.228 00
PERBEDAAN KARAKTERISTIK MARSHALL CAMPURAN AC-BC BERGRADASI HALUS DENGAN CAMPURAN AC-BC BERGRADASI KASAR Zeinvonda Ihza Yudho Bramantio; Nurani Hartatik
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.109

Abstract

Pavement layers in Indonesia have started to use hot mixes for resurfacing, maintenance, improvement, and construction of new roads. One type of hot mix asphalt that is often used is Asphalt Concrete (Laston) or AC (Asphalt Concrete). One type of asphalt pavement in this specification is asphalt concrete (Laston) or better known as AC (Asphalt Concrete). Laston is more resistant to plastic melting but quite sensitive to cracking. The general type of damage experienced by the Laston mixture is cracking and/or grain detachment. By using the 2010 road pavement general specifications guide, the general problem encountered is how the difference in presentation of the optimum bitumen content is used for coarse and fine graded materials on the AC-BC layer. what I did was to find out the differences in Marshall characteristics using finely graded AC-BC and coarse-graded AC-BC. The optimum bitumen content in the finely graded AC-BC mixture obtained a value of 5.125%, while the coarse-graded AC-BC mixture obtained a value of 4.575%.
ANALISIS KINERJA SIMPANG EMPAT BERSINYAL DENGAN METODE MKJI 1997 : STUDY KASUS PERSIMPANGAN JALAN GENTENG KALI – JALAN GEMBLONGAN – JALAN PRABAN – JALAN TUNJUNGAN Muhammad Fathul Bary; Hary Moetriono
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.110

Abstract

The occurrence of congestion is due to the buildup of vehicle volume at certain hours so that the accumulation of vehicles causes a halt in the flow of traffic at a highway intersection. The existence of shops and schools around the road section greatly influences the increase in vehicle volume, especially the side obstacle factor which is quite large, such as pedestrians and parking vehicles, especially 4 wheeled vehicles. The method used in this study is the Indonesian Highway Capacity Manual Year 1997 (MKJI 1997). Researchers conducted a traffic survey of the number of vehicles passing for 3 days, namely Tuesday, Wednesday, and Thursday, it can be calculated the amount of traffic volume, intersection capacity, and the degree of saturation. From the results of the study, the highest traffic volume at the intersection of Praban Street, Gemblongan Street, Genteng Kali Street, Surabaya City occurred on Tuesday at 17.00-18.00 WIB. Jalan Praban (West) amounted to 1.712 smp/hour, Jalan Gemblongan (North) amounted to 3.216 smp/hour and Jalan Genteng Kali (East) amounted to 1.431 smp/hour. The results of the existing performance at the intersection of Praban Street, Gemblongan Street, Genteng Kali, Surabaya City with intersection type 333 occurred on Tuesday at 17.00-18.00 WIB, having an average saturation level of 0,81
PENGARUH PEMILIHAN JARAK KOLOM PADA STRUKTUR RANGKA PEMIKUL MOMEN KHUSUS BETON TERHADAP BIAYA Royhan Fanany; Bantot Sutriono
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.111

Abstract

With the addition of the building design age does not only rely on the resistance of the building to the load. Many developments requests lead to buildings that are economical, strong, and according to architectural wishes. In this study, we will compare the effect of column spacing on special moment-bearing frame structures on costs. The method used is to compare 3 buildings with the long span of Building A 3m, Building B 4m and Building C 6m. The three buildings will be compared against Displacement, Building Prices and Structural Performance. From the results of the study, the overall price of the building in Building A (Rp 6,333,433,690) occupies the highest price of the other buildings, followed by Building B (Rp 5,333,852,309), and Building C (Rp 4,362,303,657), Base Force in Building A ( 21833 kN, and 21283 kN) have more resistance compared to other buildings followed by Building B (20010 kN and 19296 kN), and Building C (16348 kN and 15314 kN), and Building performance in Building C (IO) has a level security of the entire building followed by Building B (DC), and Building A (DC)
ANALISIS PERBANDINGAN HARGA POKOK PRODUKSI METODE VARIABEL COSTING DAN FULL COSTING PADA PRODUKSI SEPATU SLIP ON DAN SNEAKERS: Studi Kasus: UKM Sepatu New Era Krian, Sidoarjo Maulana Abdillah Azhim; Zainal Arief
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.112

Abstract

UKM Shoes New Era is a company that produces Men's Sneakers and Slip On shoes. In the process of making shoes, raw materials and the length of production time play an important role for the running of the company. New Era Shoes UKM is a company whose production is based on orders which greatly influences the calculation of production costs. Shoe production is aimed at fulfilling orders from customers, not fulfilling inventory in the warehouse. These SMEs also still calculate simple cost records and do not systematically calculate the selling price of shoe products, so they cannot know the selling price of a significant product. Based on the results of calculations carried out in this study, the cost of production of each type of shoe product was divided into two calculation methods. For the full costing method, we get Sneakers shoes of Rp. 52,515, - and Slip-on shoe products of Rp. 52,243.-. While the variable costing method obtained Sneakers shoes of Rp. 52,157 and Slip-on shoes of Rp. 51,907, -. Sneakers are priced at Rp. 75,000, -/Pair and Slip On is priced at Rp. 70.000, -/Pair., the researcher made a simple calculation using excel software

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