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Analisis Pengujian Kendaraan Untuk Meminimalisir Risiko Kecelakaan Lalu Lintas Andin Mulya Rianti; Ida Farida
Jurnal Konstruksi Vol 20 No 1 (2022): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Kabupaten Ciamis, Subang, dan Banjar merupakan salah satu Kabupaten yang dikategorikan sebagai kota yang rawan akan kecelakaan lalu lintas. Masyarakat sekitar sering memanfaakan transportasi sebagai penunjang ekonomi. akan tetapi dari kondisi kepadatan penduduk yang setiap tahunnya meningkat, transportasi tersebut dapat mengakibatkan kemacetan hingga kecelakaan lalu lintas. Maka dari itu dilakukan analisis pengujian kendaraan bermotor untuk meminimalisir risiko kecelakaan lalu lintas tersebut. Penelitian ini dilakukan dengan mengggunakan metode kualitatif dnegan memanfaatkan data primer dan sekunder yang diperoleh melalui observasi, dan telaah dokumen. Setelah itu untuk membandingkan antara ketoga kota tersebut maka di analisis dengan menggunakan aplikasi SPSS versi 22, untuk mengetahui faktor yang mempengaruhi kecelakaan lalu lintas serta mengetahui kabupaten/kota mana yang paling rawan kecelakaan lalu lintas. Berdasarkan analisa tersebut di antara ke tiga kota ang dikategorikan sebagai rawan kecelakaan lalu lintas adalah Kabupaten Subang. Dari hasil survei didapatkan beberapa penyebab kecelakaan lalu lintas di karenakan faktor kendaraan, yang disebabkan oleh rem yang tidak berfungsi serta kondisi geometrik jalan yang tidak sesuai, sedikitnya rambu-rambu lalu lintas, dan kurangnya penerangan, sehingga diperlukan upaya penanganan keselamatan lalu lintas seperti prioritas protokol jalan dari ramburambu lalu lintas dan penerangan jalan serta himbauan

Analisis Penerapan Jalan Satu Arah di Ruas Jalan Raya Leles-Jalan Lingkar Leles Anggie Rahman Hakim; Ida Farida
Jurnal Konstruksi Vol 20 No 2 (2022): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.20-2.1201

This study aims to determine the causes of congestion that often occurs on Jalan Raya Leles during rush hours and determine the impact of implementing one-way roads on performance on Jalan Raya Leles during rush hours. This analysis was carried out by analyzing the existing road conditions as well as the one-way road conditions using the PTV software. Vissim. The cause of congestion on Jalan Raya Leles on existing road conditions is due to an increase in vehicle volume, namely 433 vehicles/minute or 3,468 vehicles/hour which causes a decrease in speed, namely 15.11 km/minute and an increase in density, namely 28.68 vehicles/minute. The implementation of one-way roads on the Leles Highway and Leles Ring Road sections in both scenarios results in an increase in vehicle speed and a decrease in vehicle density on the existing road. In scenario 1, the average vehicle speed is 45.70 veh/min and the vehicle density is 9.69 veh/km and the vehicle volume is 441 veh/min with an average confidence level of the modeling results using PTV software. Vissim that is 98%. In scenario 2 the average vehicle speed is 44.55 veh/min and the vehicle density is 6.70 veh/km and the vehicle volume is 450 veh/min with an average confidence level of modeling results using PTV software. Vissim that is 96%. So the implementation of one-way roads on the Leles Highway and Leles Ring Road sections can reduce congestion during rush hours. It is necessary to arrange more effective vehicle flow patterns so that they do not have a significant impact on increasing vehicle traffic on Jalan Raya Leles. Implementing a one-way road by diverting traffic flow during rush hours from Bandung to the Leles Ring Road section with a composition of motorbikes, private cars, freight transport while public transport vehicles and buses continue to pass Jalan Raya Leles. Meanwhile, from the direction of Garut on Jalan Raya Leles with a composition of motorbikes, private cars, goods transport, public transport and buses still passing through Jalan Raya Leles.

Analisis Penerapan Jalan Satu Arah di Ruas Jalan Raya Leles-Jalan Lingkar Leles Anggie Rahman Hakim; Ida Farida
Jurnal Konstruksi Vol 20 No 2 (2022): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.20-2.1201

This study aims to determine the causes of congestion that often occurs on Jalan Raya Leles during rush hours and determine the impact of implementing one-way roads on performance on Jalan Raya Leles during rush hours. This analysis was carried out by analyzing the existing road conditions as well as the one-way road conditions using the PTV software. Vissim. The cause of congestion on Jalan Raya Leles on existing road conditions is due to an increase in vehicle volume, namely 433 vehicles/minute or 3,468 vehicles/hour which causes a decrease in speed, namely 15.11 km/minute and an increase in density, namely 28.68 vehicles/minute. The implementation of one-way roads on the Leles Highway and Leles Ring Road sections in both scenarios results in an increase in vehicle speed and a decrease in vehicle density on the existing road. In scenario 1, the average vehicle speed is 45.70 veh/min and the vehicle density is 9.69 veh/km and the vehicle volume is 441 veh/min with an average confidence level of the modeling results using PTV software. Vissim that is 98%. In scenario 2 the average vehicle speed is 44.55 veh/min and the vehicle density is 6.70 veh/km and the vehicle volume is 450 veh/min with an average confidence level of modeling results using PTV software. Vissim that is 96%. So the implementation of one-way roads on the Leles Highway and Leles Ring Road sections can reduce congestion during rush hours. It is necessary to arrange more effective vehicle flow patterns so that they do not have a significant impact on increasing vehicle traffic on Jalan Raya Leles. Implementing a one-way road by diverting traffic flow during rush hours from Bandung to the Leles Ring Road section with a composition of motorbikes, private cars, freight transport while public transport vehicles and buses continue to pass Jalan Raya Leles. Meanwhile, from the direction of Garut on Jalan Raya Leles with a composition of motorbikes, private cars, goods transport, public transport and buses still passing through Jalan Raya Leles.

Penerapan Algoritma k-Means Clustering untuk Pengelompokan Pembangunan Jalan pada Dinas Pekerjaan Umum dan Penataan Ruang Dede Kurniadi; Yoga Handoko Agustin; Hari Ilham Nur Akbar; Ida Farida
AITI Vol 20 No 1 (2023)
Publisher : Fakultas Teknologi Informasi Universitas Kristen Satya Wacana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24246/aiti.v20i1.64-77

Determining road construction priorities at the Garut Regency Public Works and Spatial Planning (PUPR) Office could be more effective in terms of validity in achieving goals and recap time because it needs good clustering. This study uses the Cross-Industry Standard Process for Data Mining and the k-means algorithm to classify road construction data with type, length, and construction cost attributes. The results of this study are the selection of five clusters with the smallest Davies-Bouldin index evaluation value of 0.1617. The analysis of the characteristics of the largest cluster road construction is from Group 1, Group 2, Group 3, Group 5, and Group 4, with nominal development depending on the type of construction. From the clustering knowledge and cluster characteristics results, the Garut District PUPR office can prioritize the construction of small roads more than the construction of medium or large roads by looking at the submissions based on the cluster.

Evaluasi Struktur Atas Komponen Jalan Rel dalam Kegiatan Reaktivasi Jalur Cibatu Cikajang Mega Azahra Yusuf; Roestaman Roestaman; Eko Walujodjati; Ida Farida
Jurnal Konstruksi Vol 20 No 1 (2022): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Jalur kereta Api nonaktif yang menghubungkan Stasiun Cibatu dan Stasiun Cikajang panjang lintas kurang lebih 47 kilometer, dan saat ini untuk segmen antara Cibatu – Garut Kota dengan panjang kurang lebih 19 km sedang dalan proses reaktivitasi dengan struktur atas yang melewati 3 stasiun ini dilakukan dengan pergantian rel R52 dan bantalan kayu/baja dengan rel tipe R.42 dengan bantalan beton. Evaluasi komponen perkeretapian yang dipasang pada rel dengan menghitung beban dinamis menggunakan metode berikut persamaan tablot dan di bandingkan dengan komponen jalan rel terpasang Menurut standar perencanaan perkeretapian, ini diklasifikasikan menurut nilai perkeretaapian. Hasil penelitian menunjukkan bahwa perkeretaapian diklasifikasikan menjadi tiga kategori beban dinamis 12.745,152 Kg, Untuk analisa beban cross-bearing beton produksi WIKA sudah memenuhi persyaratan, namun untuk perkeretaapian perhitungannya didasarkan pada tegangan ijin yang muncul pada pondasi perkeretaapian. = 1.16 7,943 Kg/cm2 < 1.476,3 Kg/cm2 (memenuhi syarat), adi tidak perlu ada pergantian rel karena komponen ini sudah Sesuai dengan daya dukung perlintasan KA tersebut memenuhi standar operasional pelayanan KA.

Evaluasi Tebal Perkerasan Jalan untuk Menahan Beban Rencana Lalu Lintas Ilyas Nannmar; Ida Farida
Jurnal Konstruksi Vol 21 No 1 (2023): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.21-1.1274

Tuntutan sarana infrastruktur selalu bertambah, suatu wilayah yang berdampak pada pertumbuhan lalu lintas menjadi meningkat. Metodologi penelitian menggunakan analisis dengan mempergunakan metode Analisis Komponen serta Austroads dengan program Pavement Analysis and Design, berdasarkan studi dan data lapangan dari Gambar Kerja pada Pekerjaan Peningkatan. Jalan Situ Cangkuang-Leles untuk dasar evaluasi perencanaan tebal perkerasan. Tujuan penelitan adalah mengevaluasi ketebalan lapis perkerasan metode analisa komponen dan Austroads. Hasil tebal perkerasan mempergunakan metode analisa komponen didapatkan 5 centimeter (laston. AC), 10 centimeter (laston. atasnya), serta 15 centimeter (sirtunya class A), disamping itu dengan mempergunakan cara Austroads setebal 18 cm (lapisan aspalnya 3.000 MPa), 10 centimeter (lapisan granular), serta 40 centimeter (lapisan semennya 5.000 MPa). Setelah menghitungkan tebal lapis perkerasannya mempergunakan program Pavement Analysis and Design didapat nilai repetisi beban retak lelah pada tebal perkerasan metode Analisa Komponen sebesar 735081.13 dengan nilai repetisi beban retak alur sebesar 105016,9141 dan tebal perkerasan pada metode Austroads sebesar 1284589,075 dengan nilai repetisi beban retak alur sebesar 179792712,5. Analisis rusaknya perkerasan. jalan di tebal perkerasannya analisis komponen serta Austroads didapatkan bahwasannya tebal perkerasannya analisis komponen sedianya tidak dapat menahan beban rencananya. sebanyak 640000, disamping itu tebal perkerasannya mempergunakan Austroads dapat sedianya menahan beban rencana sebanyak 640000.

Analisis Efektifitas Para Pesepeda di Kecamatan Garut Kota Ida Farida; Riska Amalia Nasrillah
Jurnal Konstruksi Vol 22 No 1 (2024): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.21-2.1430

This research is intended as input in formulating policies for building bicycle lanes to support cyclists who do not have special lanes when on the road, most people cycle around the Garut City Square. Data collection in bicycle lane planning includes bicycle use preference surveys, geometric surveys, counting, interviews and road equipment. In the data analysis technique, the characteristics of the respondents and the bicycle lane design were obtained. From the results of the analysis of bicycle lane planning using several data analysis methods which are used to determine the need for bicycle lanes that meet the criteria and theory of bicycle lane planning itself. The optimum route is obtained based on the number of people cycling, the width of the road, and obstacles in the form of haphazard parking. The results of this research are a bicycle lane design with the bike lane concept, namely where the bicycle lane is on the road, differentiated by paint or road markings. The width of the bicycle lane created is 1 meter, enough for one bicycle user to be right on the route with the route from Garut Square ”“ Jl. Pramuka ”“ Jl. Banks ”“ Jl. Veterans ”“ Jl. Ahmad Yani.

Pengaruh Perlambatan Arus Kendaraan Berdasarkan Kinerja Lalu Lintas Jalan Ismil Nur Ramadhan; Ida Farida
Jurnal Konstruksi Vol 22 No 1 (2024): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.22-1.1545

Jalan Karangpawitan is one of the roads in Garut Regency which experiences traffic jams due to the large amount of traffic from industry, schools, roadsides and community businesses that crowd the road. The aim of this research is to determine the condition of traffic flow along Jalan Karangpawitan, analyze what influences slow down vehicle flow based on traffic performance along Jalan Karangpawitan, determine the most dominant location on the influence of slow vehicle flow along Jalan Karangpawitan. The method used in this research is to use a quantitative descriptive method, direct data collection (survey), based on the 2014 Urban Road Capacity Guidelines of the Ministry of Public Works. From this research, the results obtained are the traffic flow conditions at location 1 with a degree of saturation value of 0, 96, traffic flow is unstable, sometimes vehicles stop, and the road segment is approaching capacity. Traffic flow conditions at location 2, traffic flow is unstable, speed sometimes stops, demand is approaching capacity, with a degree of saturation value of 1.27 and location 3 with a degree of saturation value of 1.28, forced traffic, low speed, low volume exceeding capacity, long queues, at location 4 with a degree of saturation value of 0.82, traffic flow is close to stable, speed can still be controlled. Traffic volume with a value of 1673.81 cur/hour, side obstacle class criteria at location 1 is low, at location 2 is very high, at location 3 is medium, at location 4 is high. For the road capacity value at location 1 it is 1526.56 cur/hour, at location 2 the road capacity value is 1282.96 cur/hour, at location 3 the road capacity value is 1494.08 cur/hour, at location 4 the road capacity value is 2378 cur/hour. The most dominant location influencing the slow flow of vehicles along Jalan Karangpawitan is location 2 or the Eyelash Factory location.

Prioritas Pemeliharaan Jalan Kabupaten Berdasarkan Ketersediaan Alokasi Anggaran Dadan Yuda Prayoga; Herman Herman; Ida Farida; Mirza Fathir; Greece Maria Lawalata
Jurnal Konstruksi Vol 21 No 2 (2023): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.21-2.1550

Road infrastructure is one of the most strategic transportation infrastructure facilities. This is supported by road stability which is supported by road maintenance and repairs. Handling road repairs cannot be separated from funding from the budget of each region, especially in the district. Budget limitations affect road repairs, so there needs to be priority handling. The aim of the research is to determine the criteria that are the basis for prioritizing road maintenance and to develop a priority order for district road maintenance based on the availability of budget allocations in Banyuresmi District, Garut Regency. The research methodology uses a descriptive evaluative method, analyzed using the Analytical Hierarchy Process. The results of respondents' assessments of road maintenance handling show that the priority criteria consisting of the type of road damage factor have an influence of 31.9%; policy factors influence 31.7%; traffic condition factors influence 23%; and the service condition factor has an influence of 13%. The priority order for handling Regency road maintenance is based on the availability of budget allocations in Banyuresmi District, Garut Regency, for the Pasirmuncang - Cipicung, Tanjung - Maleer, Cipicung - Wanaraja, Cibudug - Cipicung, Bojongsalam - Menger, Jager - Jolok/Cipicung, and Warungpeuteuy - Kiaralawang roads.

Preferensi Penyedia Jasa Terhadap Penerapan Kebijakan Penggunaan Aspal Plastik Sebagai Bahan Konstruksi Jalan Didan Saeful Rohman El Karim; Herman Herman; Ida Farida; Adhitya Surya Pratama; Madi Hermadi
Jurnal Konstruksi Vol 21 No 2 (2023): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.21-2.1551

The amount of waste thrown away by the community in Garut Regency reaches thousands of tons per day, on the other hand, the capacity at the Pasir Bajing landfill is very limited. Various types of waste, including plastic waste, can be utilized and processed so that they have useful value. The Regional Government of Garut Regency has innovated by using waste in the form of plastic as aggregate mixed with asphalt called plastic asphalt as a flexible road construction material. This is an effort to increase the efficiency and effectiveness of the use of road construction in the Garut Regency area. The aim of this research is to determine and analyze the preferences of service providers, both contractors and supervisory consultants, regarding the implementation of the policy of using plastic asphalt as a road construction material in Garut Regency. The research method uses quantitative descriptive methods. The sample consisted of 100 people consisting of contractors and supervisory consultants involved in the implementation of plastic asphalt in Garut Regency. The results of the analysis of product quality, satisfaction with use, and implementation of policies on the use of plastic asphalt are good and need to be maintained.

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