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Kajian Karakteristik Terhadap Probabilitas Pemilihan Moda Untuk Aktivitas Utama (Studi Kasus : Rute Graha Raya – BSD) Ridmawan, Adhitya Dite; Kinasih, Reni Karno
JUTEKS : Jurnal Teknik Sipil Vol 9 No 1 (2024): JUTEKS (Jurnal Teknik Sipil)
Publisher : P3M- Politeknik Negeri Kupang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32511/juteks.v9i1.1173

Transportation is the movement of people and goods from one place to another so that transportation activities generally influence the optimal movement system from one place to another. In order to travel to the place you want to go quickly and efficiently, transportation is needed to support these needs. Travelers mostly use private vehicles to travel to their destination rather than using public transportation, causing vehicle congestion on the roads. This research aims to find out what factors influence workers in choosing modes of transportation and also maximize the use of public transportation among South Tangerang workers. Data obtained from distributing questionnaires which were then processed with the help of SPSS software included Partial Correlation Tests between Variables, Simultaneous Correlation Tests between Variables, Model Fit Tests, and Binary Logistic Regression. The results of the analysis show that there are 2 variables that have a partial influence, namely Gender and Frequency of Using the Bus. So the results obtained for the male gender who always use the bus are 99.97%, and for the female gender who always use the bus it is 84.16%.

Perencanaan Saluran Drainase Jalan Raya (Studi Kasus Jalan Farmasi dan Jalan Bumi I Kota Kupang) Remi Dita, Adi Yavael; Udiana, I Made; Sina, Dantje A.T
JUTEKS : Jurnal Teknik Sipil Vol 9 No 1 (2024): JUTEKS (Jurnal Teknik Sipil)
Publisher : P3M- Politeknik Negeri Kupang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32511/juteks.v9i1.1199

Jalan Farmasi dan Jalan Bumi I yang terletak di Kelurahan Liliba dan Keluarahan Oesapa Selatan memiliki pemukiman yang cukup padat. Tidak tersedianya saluran drainase menyebabkan terjadinya genangan dipermukaan jalan apabila terjadi hujan dengan intensitas yang cukup tinggi. Berdasarkan hal tersebut, maka dilakukan perencanaan saluran drainase serta bangunan-bangunan pelengkap apabila diperlukan. Data hujan yang digunakan diambil dari 3 pos hujan, yaitu Pos Hujan Lasiana, Eltari dan Tarus selama 20 tahun (2002-2021). Data hujan harian dianalisa curah hujannya kemudian dilakukan uji parameter statistik dan uji kecocokan, maka metode Log Pearson Tipe III layak dipakai dalam perencanaan saluran dengan kala ulang 5 tahun serta besar curah hujan harian adalah 139,014 mm. Debit rencana diperoleh dari debit air hujan (QAH) ditambah dengan debit air kotor buangan penduduk (QAK), debit rencana setiap saluran berbeda-beda, berkisar antara 0,036 m3/dtk sampai 6,959 m3/dtk. Saluran drainase yang akan direncanakan terdapat 152 saluran dengan dimensi rata-rata, yakni (H) = 0,750 m dan (b) = 0,690 m. Sedangkan bangunan pelengkap terdiri dari Gorong-gorong, bak penampung dan inlet saluran drainase. Bangunan pelengkap juga memiliki dimensi yang bervariasi. Gorong-gorong yang direncanakan terdapat 82 bangunan dengan dimensi rata-rata, yakni (d) = 0,657 m, Bak penampung yang akan direncanakan terdapat 67 bangunan dengan dimensi rata-rata, yakni (H) = 1,192 m dan (b) = 0,570 m, dan inlet saluran drainase direncakan dengan dimensi (d) = 0,100 m dan (L) = 0,200 m.

Kajian Karakteristik Preferensi Perjalanan Harian Pengguna Moda Transportasi Pribadi Dan Publik Pada Saat New Normal (Studi Kasus : Kelurahan Paku Jaya - Tangerang Selatan) Kinasih, Reni Karno; Ridmawan, Adhigma Dite
JUTEKS : Jurnal Teknik Sipil Vol 9 No 1 (2024): JUTEKS (Jurnal Teknik Sipil)
Publisher : P3M- Politeknik Negeri Kupang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32511/juteks.v9i1.1172

Transportation is an activity of moving something (goods and/or goods) from one place to another, either with or without means. In this context, ownership and use of private and public vehicles can be said to be an alternative for society in meeting movement demands, for example in carrying out daily trips or daily activities and work. However, the pandemic problem used to be one of the causes of the decline in people's daily activities, but now it has started to improve and people's activities are starting to return to normal. This research aims to determine the choice of transportation modes used by the people of Paku Jaya sub-district after the pandemic is over or the new normal and to find out the factors that influence mode users' preferences for daily travel. Data obtained from distributing questionnaires was processed with the help of SPSS software including Chi-Square Test, Cross Tab, and Regression Analysis. It is known that out of 100 respondents, 85 respondents used private vehicles and 15 respondents used public transportation. It is known that variations in gender characteristics, vehicle ownership, and driver's license ownership have significant differences in choosing a mode of transportation. And it is also known that the variables gender, vehicle ownership, and driver's license ownership have a significant influence on mode choice

Studi Perencanaan Sumur Resapan Untuk Menanggulangi Banjir Di Kelurahan Oesapa Kota Kupang Adoe, Jonathan; Udiana, I Made; Sina, Dantje A.T
JUTEKS : Jurnal Teknik Sipil Vol 9 No 1 (2024): JUTEKS (Jurnal Teknik Sipil)
Publisher : P3M- Politeknik Negeri Kupang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32511/juteks.v9i1.1209

Sumur resapan merupakan salah satu cara untuk meminimalisir banjir pada perumahan maupun badan jalan. Sumur resapan berfungsi sebagai tempat menampung air hujan yang jatuh dari atap rumah, kemudian air hujan tersebut akan diserap ke dalam tanah secara perlahan. Penelitian ini bertujuan untuk mencari volume andil banjir dari setiap atap rumah yang akan ditampung oleh sumur resapan pada rumah-rumah di Kelurahan Oesapa untuk meminimalisir genangan yang terjadi pada jalan Timor Raya KM. 9 sampai KM. 10. Dalam penelitian ini menggunakan data curah hujan 20 Tahun terakhir dari stasiun pos hujan Tarus, Perhitungan debit banjir rencana menggunakan metode Gumbel Tipe I dan metode Log Pearson Tipe III, dari hasil uji parameter statistik dan uji kecocokan kedua metode tersebut layak untuk digunakan sehingga dipakai curah hujan rencana terbesar yaitu metode Gumbel Tipe I. dalam perhitungan debit rencana dipakai kala ulang 2 Tahun dengan besar curah hujan harian 41,1294 mm. Dari hasil perhitungan debit rencana lebih besar dari debit saluran drainase eksisting yaitu sebesar 1,2753 /dtk > 1,0608 /dtk, sehingga perlu dibuat sumur resapan agar mampu menahan sebagian debit banjir rencana yang masuk ke saluran drainase yang ada agar air tidak meluap dari saluran drainase ke badan jalan. Sampel tanah pada lokasi studi diambil untuk uji permeabilitas di Laboratorium. Berdasarkan pengujian tersebut diperoleh koefisien permeabilitas tanah (K) adalah 5,78 x cm/detik. Selanjutnya dari peta kontur dapat ditentukan titik rumah yang akan direncanakan sumur resapan. Berdasarkan data yang telah dianalisis menggunakan Metode SNI-03-2453-2002, diperoleh dimensi sumur resapan berbentuk lingakaran dengan diameter 1,40 m dan kedalaman sumur resapan sesuai dengan volume andil banjir yang berbeda-beda dari setiap atap rumah. Sebagai contoh untuk rumah I dengan tipe 15 x 11,5 memiliki diameter sumur resapan 1,40 m dengan kedalaman sumur 3,00 m dengan. Hasil perhitungan diperoleh 130 buah sumur resapan untuk 130 rumah dengan kedalaman yang bervariasi. yaitu kedalaman 1 m (7 buah); 1,5 m (13 buah); 2 m(16 buah) untuk sumur resapan tunggal, sedangkan untuk kedalaman 2,5 m (17 buah); 3 m (9 buah); 3,5 m (13 buah); 4 m (11 buah); 4,5 m (6 buah); 5 m (5 buah); 5,5 m (3 buah); 6 m (2 buah); 6,5 m (3 buah); 7 m (1 buah); 7,5 m (4 buah); 8 m (4 buah); 8,5 m (3 buah); 9 m (2 buah); 9,5 m (1 buah); 10 m (4 buah); 10,5 m (1 buah); 11 m (1 buah); 12 m (2 buah); 12,5 m (1 buah) dan 13 m (1 buah) untuk jenis sumur resapan paralel. Karena dari hasil perhitungan diperoleh kedalaman > 2,00 m maka akan dibangun sumur resapan mulai dari kedalaman 1,00 m – 2,00 m sampai kedalaman terpenuhi. Debit banjir rencana yang terjadi sebesar 1,2753 /dtk setelah ada sumur resapan berkurang menjadi 1,0533 /dtk, sehingga mampu mereduksi banjir sebesar 17,30 %.

BUDIDAYA SHELL BACKDOOR DI PANTAI BOLOK KUPANG - NUSA TENGGARA TIMUR Nahak, Priska Gardeni; Trisnoyuwono, Diarto
JUTEKS : Jurnal Teknik Sipil Vol 1 No 2 (2016): JUTEKS JURNAL TEKNIK SIPILJUTEKS (Jurnal Teknik Sipil)
Publisher : P3M- Politeknik Negeri Kupang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32511/juteks.v1i2.116

NTT Province as one of the provinces in Indonesia has many islands, with the main livelihood of the people were farming, gardening and seaweed farmers. One of the flagship products of seafood NTT was seaweed. Kupang district is one of the producers of seaweed in the province, but the availability of area for those matter until now not able to meet the maximum target of dry seaweed. Additionally dried seaweed produced has poor quality because it still contains a lot of impurities, thus affecting the selling price, which would certainly have an impact on the income and welfare of the farmers. It is because the technique that applied to both the cultivation technique and drying techniques were still very traditional. One of the technologies offered to overcome those problems was 'Dryer Box Technology'. This technology were expected especially to minimize the amount of seaweed ready for harvest were always broken and lost in the rainy season, due to lack of seaweed dryers facilities. In addition by these technology were also expected to get more cleaner dried seaweed because it is not contaminated with dirt when drying, so as to improve the quality of the dried seaweed. This quality improvement, also will increase the selling price of which would increase the income and welfare of farmers seaweed, as well as increasing the amount of seaweed production in NTT Province. The dryer box technology has a dimension 0.8 m lenght; 0.66 m width; and 1.5 m height. so that for once the drying process, 50 kg of wet grass only requires about 0.53 m² of area, while using traditional drying methods requires 10m² ± s / d 15 m² of area depending on the number of wet grass. Besides shorter drying time is for 50 kg of wet grass, it takes only about ± 0.75 hours. Whereas with traditional systems, drying time takes an average of 3-4 days. This will increase the productivity of dry seaweed, which can increase the production quantity of dried seaweed ready though in NTT Province.

BUDIDAYA SHELL BACKDOOR DI PANTAI BOLOK KUPANG - NUSA TENGGARA TIMUR Nahak, Priska Gardeni; Trisnoyuwono, Diarto
JUTEKS : Jurnal Teknik Sipil Vol 1 No 2 (2016): JUTEKS JURNAL TEKNIK SIPILJUTEKS (Jurnal Teknik Sipil)
Publisher : P3M- Politeknik Negeri Kupang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32511/juteks.v1i2.116

NTT Province as one of the provinces in Indonesia has many islands, with the main livelihood of the people were farming, gardening and seaweed farmers. One of the flagship products of seafood NTT was seaweed. Kupang district is one of the producers of seaweed in the province, but the availability of area for those matter until now not able to meet the maximum target of dry seaweed. Additionally dried seaweed produced has poor quality because it still contains a lot of impurities, thus affecting the selling price, which would certainly have an impact on the income and welfare of the farmers. It is because the technique that applied to both the cultivation technique and drying techniques were still very traditional. One of the technologies offered to overcome those problems was 'Dryer Box Technology'. This technology were expected especially to minimize the amount of seaweed ready for harvest were always broken and lost in the rainy season, due to lack of seaweed dryers facilities. In addition by these technology were also expected to get more cleaner dried seaweed because it is not contaminated with dirt when drying, so as to improve the quality of the dried seaweed. This quality improvement, also will increase the selling price of which would increase the income and welfare of farmers seaweed, as well as increasing the amount of seaweed production in NTT Province. The dryer box technology has a dimension 0.8 m lenght; 0.66 m width; and 1.5 m height. so that for once the drying process, 50 kg of wet grass only requires about 0.53 m² of area, while using traditional drying methods requires 10m² ± s / d 15 m² of area depending on the number of wet grass. Besides shorter drying time is for 50 kg of wet grass, it takes only about ± 0.75 hours. Whereas with traditional systems, drying time takes an average of 3-4 days. This will increase the productivity of dry seaweed, which can increase the production quantity of dried seaweed ready though in NTT Province.

BUDIDAYA SHELL BACKDOOR DI PANTAI BOLOK KUPANG - NUSA TENGGARA TIMUR Nahak, Priska Gardeni; Trisnoyuwono, Diarto
JUTEKS : Jurnal Teknik Sipil Vol 1 No 2 (2016): JUTEKS JURNAL TEKNIK SIPILJUTEKS (Jurnal Teknik Sipil)
Publisher : P3M- Politeknik Negeri Kupang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32511/juteks.v1i2.1337

NTT Province as one of the provinces in Indonesia has many islands, with the main livelihood of the people were farming, gardening and seaweed farmers. One of the flagship products of seafood NTT was seaweed. Kupang district is one of the producers of seaweed in the province, but the availability of area for those matter until now not able to meet the maximum target of dry seaweed. Additionally dried seaweed produced has poor quality because it still contains a lot of impurities, thus affecting the selling price, which would certainly have an impact on the income and welfare of the farmers. It is because the technique that applied to both the cultivation technique and drying techniques were still very traditional. One of the technologies offered to overcome those problems was 'Dryer Box Technology'. This technology were expected especially to minimize the amount of seaweed ready for harvest were always broken and lost in the rainy season, due to lack of seaweed dryers facilities. In addition by these technology were also expected to get more cleaner dried seaweed because it is not contaminated with dirt when drying, so as to improve the quality of the dried seaweed. This quality improvement, also will increase the selling price of which would increase the income and welfare of farmers seaweed, as well as increasing the amount of seaweed production in NTT Province. The dryer box technology has a dimension 0.8 m lenght; 0.66 m width; and 1.5 m height. so that for once the drying process, 50 kg of wet grass only requires about 0.53 m² of area, while using traditional drying methods requires 10m² ± s / d 15 m² of area depending on the number of wet grass. Besides shorter drying time is for 50 kg of wet grass, it takes only about ± 0.75 hours. Whereas with traditional systems, drying time takes an average of 3-4 days. This will increase the productivity of dry seaweed, which can increase the production quantity of dried seaweed ready though in NTT Province.

Considering Speeding Behavior when Designing a Workable Road Pavement at Downgrade Un-signalized Intersection Sianto, Paulus; Demon, Stephanus Ola; da Costa, Don Gaspar Noesaku
JUTEKS : Jurnal Teknik Sipil Vol 9 No 2 (2024): JUTEKS (Jurnal Teknik Sipil)
Publisher : P3M- Politeknik Negeri Kupang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32511/juteks.v9i1.1221

Result of field observation shown that the tendency of riders to exceed speed limit also occurred at downgrade road segments, whereas previous study had reported that even on a flat road only riders with braking ability of 6 m/s2 can be avoided from crash due to the presence of unexpected object suddenly appears at 20 m ahead when traveling at around 60 km/h. This might be triggered by lack of information about pavement, geometrical and traffic condition surrounding. The aim of this study is to identify the accident risk at downgrade road segments due to inappropriate speed choice and/or pavement condition. Accident probability was assessed using the safety factor model, i.e., the ratio of available to minimum stopping sight distances. The minimum stopping sight distance was modified from the AASHTO stopping sight distance model, whilst the available stopping sight distance was determined using the average critical gap acceptance of 35 m obtained from field measurement. From the result of simulation, it was found that only riders with a braking ability of greater than 6.57 m/s2 could avoid crash and/or fatal accident safely. Besides, if the difference in braking ability was around 2 m/s2 then it is required a minimum safety distance of 15.1 m between the following motorcyclists. This strongly indicate that a workable road pavement design should be developed based on appropriate speed limit and/or geometrical condition

Analisis Tingkat Kepuasan Penumpang Terhadap Kualitas Pelayanan Pelabuhan Namalua Ondor Kabupaten Seram Bagian Timur Hanubun, Sakin; Ohorella, Fuad H.; Metekohy, Juliet G.
JUTEKS : Jurnal Teknik Sipil Vol 9 No 2 (2024): JUTEKS (Jurnal Teknik Sipil)
Publisher : P3M- Politeknik Negeri Kupang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32511/juteks.v9i2.1254

Tingkat kepuasan penumpang pada pelabuhan Namalua Ondor saat ini masih belum terpenuhi akibat dari kinerja para petugas yang belum sesuai dengan apa yang diharapkan, ditambah dengan fasilitas yang di sediakan oleh pihak penyelenggara pelabuhan yang dinilai belum memenuhi kebutuhan para penumpang. Kekurangan dan kerusakan terhadap fasilitas yang ada juga mengurangi kulitas pelayanan sehingga membuat para penumpang merasa dikecewakan oleh pelayanannya di berikan oleh pihak pelabuhanan Namalua Ondor. Tujuan dari penelitian ini adalah untuk mengetahui berapa besar nilai tingkat kepuasan penumpang terhadap kualitas pelayanan pelabuhan Namalua Ondor Kabupaten Seram Bagian Timur. Metodologi penelitian yang digunakan dalam penelitian ini adalah Importance Performance Analysis (IPA). Berdasarkan temuan penelitian, penumpang di Pelabuhan Namalua Ondor secara umum menilai kualitas pelayanan di sana sebesar 62,20 = 62. di kelas sangat baik. Temuan rata-rata evaluasi kinerja pelayanan oleh pengguna jasa atau penumpang menunjukkan bahwa mereka secara umum merasa puas dengan tingkat kepedulian yang diberikan penyelenggara Pelabuhan Namalua Ondor Kabupaten Seram Bagian Timur. Kata Kunci: Kinerja Pelayanan, IPA

Tinjauan Penjadwalan Proyek Ruas Jalan Nggefak–Oenitas Dengan Metode Lsm (Liniear Scheduling Method) Lobang, Dorothy Robert; Rizal, Andi Hidayat; Frans, John Hendrik
JUTEKS : Jurnal Teknik Sipil Vol 9 No 2 (2024): JUTEKS (Jurnal Teknik Sipil)
Publisher : P3M- Politeknik Negeri Kupang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32511/juteks.v9i2.1296

Abstract Project scheduling is a series of activities to determine the stages of work in a project. In the implementation of a project scheduling is a stage that determines the success or failure of a project. Because the project scheduling method is planned so that the implementation of the project runs effectively and efficiently. This study aims to determine the duration of using the NGO method, the duration of the comparison between the NGO method and the duration of the contract of the project and to determine what work can be accelerated due to the use of the NGO method on the Road Improvement Project Nggefak–Oenitas. The NGO method is the appropriate scheduling method if used in repetitive projects, such as in the project to improve the nggefak – Oenitas road section that is repetitive. From the results of the analysis using the NGO method obtained duration to complete the project Nggefak–Oenitas Road Improvement is 138 days, and the comparison of the NGO method and project scheduling is 138 days versus 210 days. And among the work items on the road project there are several jobs that can be accelerated due to the use of NGO methods, among others: preparatory work, ordinary excavation and Stone excavation work, aggregate a foundation layer work, liquid asphalt binder absorption layer work (mechanical), liquid asphalt adhesive layer work/Emulsion, foundation layer Lataston work (HRS–BASE), concrete work F'c 20 Mpa (250) and plain U24 reinforcement steel work. Abstrak Penjadwalan proyek merupakan rangkaian kegiatan untuk menentukan tahapan pekerjaan dalam suatu proyek. Dalam pelaksanaan suatu proyek penjadwalan adalah tahapan yang menentukan berhasil atau tidaknya suatu proyek. Karena metode penjadwalan proyek direncanakan agar pelaksanaan proyek berjalan efektif dan efisien. Penelitian ini bertujuan untuk mengetahui durasi menggunakan metode LSM, durasi perbandingan antara metode LSM dan durasi kontrak dari proyek dan untuk mengetahui pekerjaan apa saja yang dapat dipercepat waktunya akibat penggunaan metode LSM pada Proyek Peningkatan Ruas Jalan Nggefak–Oenitas. Metode LSM adalah metode penjadwalan yang tepat jika digunakan pada proyek yang bersifat berulang, seperti pada proyek Peningkatan Ruas Jalan Nggefak – Oenitas yang bersifat berulang. Dari hasil analisis menggunakan metode LSM diperoleh durasi untuk menyelesaikan proyek Peningkatan Ruas Jalan Nggefak–Oenitas adalah 138 hari, dan perbandingan dari metode LSM dan penjadwalan proyek adalah 138 hari banding 210 hari. Dan diantara item-item pekerjaan pada proyek jalan ada beberapa pekerjaan yang dapat dipercepat waktunya akibat penggunaan metode LSM, antara lain: Pekerjaan Persiapan, Pekerjaan Galian Biasa dan Galian Batu, Pekerjaan Lapis Pondasi Agregat A, Pekerjaan Lapis Resap Pengikat Aspal Cair (Mekanis), Pekerjaan Lapis Perekat Aspal Cair/Emulsi, Pekerjaan Lataston Lapis Pondasi (HRS–BASE), Pekerjaan Beton f'c 20 Mpa (250) dan Pekerjaan Baja Tulangan U24 Polos.

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name
Amy Wadu

Contact Email
awd.ub15@gmail.com

Phone
+6281246527868

Journal Mail Official
juteks.pnk@gmail.com

Editorial Address
Kampus Penfui : Jalan Adisucipto P.O. BOX 139 Kupang

Location
Kota kupang,

Nusa tenggara timur

INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name Amy Wadu

Contact Email awd.ub15@gmail.com

Phone +6281246527868

Journal Mail Official juteks.pnk@gmail.com

Editorial Address Kampus Penfui : Jalan Adisucipto P.O. BOX 139 Kupang

Location Kota kupang, Nusa tenggara timur INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Contact Name
Amy Wadu

Contact Email
awd.ub15@gmail.com

Phone
+6281246527868

Journal Mail Official
juteks.pnk@gmail.com

Editorial Address
Kampus Penfui : Jalan Adisucipto P.O. BOX 139 Kupang

Location
Kota kupang,

Nusa tenggara timur

INDONESIA