Garuda - Garba Rujukan Digital

p-Index From 2020 - 2025

11.033

P-Index

This Author published in this journals

All Journal Inersia : Jurnal Teknik Sipil dan Arsitektur Jurnal Spektran CIVED (Journal of Civil Engineering and Vocational Education) Jurnal Teknik Sipil dan Perencanaan Rekayasa Sipil Prosiding Semnastek Jurnal Ilmiah Pangabdhi U Karst Wikrama Parahita : Jurnal Pengabdian Masyarakat The Spirit of Society Journal : International Journal of Society Development and Engagement Rang Teknik Journal BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Jurnal Inovasi Hasil Pengabdian Masyarakat (JIPEMAS) Media Ilmiah Teknik Sipil Jurnal Pensil : Pendidikan Teknik Sipil Borneo Engineering : Jurnal Teknik Sipil Applied Technology and Computing Science Journal JAIM (Jurnal Abdi Masyarakat) Jurnal Riset Rekayasa Sipil Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Journal of Sustainable Civil Engineering (JOSCE) Jurnal Manajemen Teknologi dan Teknik Sipil (JURMATEKS) Publikasi Riset Orientasi Teknik Sipil (Proteksi) Jurnal Komposit : Jurnal Ilmu-Ilmu Teknik Sipil Jurnal Talenta Sipil Blend Sains Jurnal Teknik Journal of Civil Engineering and Vocational Education

Agata Iwan Candra

Program Studi Teknik Sipil, Fakultas Teknik, Universitas Kadiri

Author-ID : 2742814

Humanities Automotive Engineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Public Health Social Sciences Transportation Other

Published : 136 Documents Claim Missing Document

Claim Missing Document

Articles

Title

2 3 4 5 6

ANALISIS PERENCANAAN OVERLAY PADA RUAS JALAN CRAKEN-NGULUNGKULON NAMBAK-NGULUNGKULON DENGAN BAHAN ACL PADA STA 0.00-13.345 KECAMATAN MUNJUNGAN KABUPATEN TRENGGALEK Wisnu Arganata; Arthur Daniel Limantara; Yosef Cahyo; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol 2, No 1 (2019): JUNE
Publisher : Faculty of Engineering, Kadiri University

Nowadays, the development of road capacity and vehicle quantity and the lack of optimal traffic infrastructure operations are the main problems in the Nambak-Ngulungkulon Craken-Ngulungkulon road section. This road is the object of observation because the road is an integrated system of the Nambak-Ngulungkulon Craken-Ngulungkulon road network. It is necessary to analyze how the performance and the thickness of the flexible pavement layer needed. To analyze road performance and calculate pavement thickness, the writer uses the Bina Marga 2017 method with ACL material at STA 0.00 - 13,345. The results of the analysis and calculation for the geometric planning of the Nambak-Ngulungkulon Craken-Ngulungkulon road section obtained the value of surface course with the 2017 Bina Marga method of 13 cm. Overlay work on the planning age is carried out in the 15 the year with an additional layer thickness with the Bina Marga 2017 method of 3 cm. And the traffic growth rate increased by 28.65% for 10 years y.a.d.Saat ini pengembangan kapasitas jalan dan kuantitas kendaraan dan kurangnya operasi infrastruktur lalu lintas yang optimal adalah masalah utama di ruas jalan Nambak-Ngulungkulon Craken-Ngulungkulon. Jalan ini adalah objek pengamatan karena jalan tersebut merupakan sistem yang terintegrasi dari jaringan jalan Nambak-Ngulungkulon Craken-Ngulungkulon. Perlu untuk menganalisis bagaimana kinerja dan ketebalan lapisan perkerasan lentur yang dibutuhkan. Untuk menganalisis kinerja jalan dan menghitung tebal perkerasan, penulis menggunakan metode Bina Marga 2017 dengan material ACL di STA 0,00 - 13,345. Hasil analisis dan perhitungan untuk perencanaan geometrik ruas jalan Nambak-Ngulungkulon Craken-Ngulungkulon diperoleh nilai permukaan jalan dengan metode Bina Marga 2017 13 cm. Pekerjaan overlay pada usia perencanaan dilakukan pada tahun ke-15 dengan tambahan ketebalan lapisan dengan metode Bina Marga 2017 3 cm. Dan tingkat pertumbuhan lalu lintas meningkat sebesar 28,65% selama 10 tahun y.a.d.

Meningkatkan Kualitas Pelayanan Jalan Raya Plandaan – Boro Tulungagung Menggunakan Perkerasan Kombinasi Geotextile Muhammad Ridho; Yosef Cahyo Setianto Poernomo; Agata Iwan Candra; Fajar Romadhon
Jurnal Manajemen Teknologi & Teknik Sipil Vol 4, No 2 (2021): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

Roads as a means of transportation have an essential role in supporting human activities. One of the developments in road construction is the application of geotextiles in road combination pavements. Geotextile itself is often found in construction planning, especially in soil stabilization. The plandaan – boro Tulungagung road section is indicated by the type of silt as deep as 1.2 meters so that improvements are needed to support the quality of road construction. The purpose of this research is to plan road pavement with geotextiles on the Plandaan to boro roads. The geotextile used is a woven geogrid geotextile. The method used in planning is the Bina marga method of the 2017 Road Pavement Design Manual. The data used include technical data, traffic data, and California Bearing Ratio (CBR). The planning includes traffic design, pavement thickness calculations, and volume calculations. The planning results will be HMA – WC pavement covering an area of 4,200 m, with K225 concrete pavement covering an area of 8,400 m. Class Bﬞ Aggregate Pavement covering an area of 10,500 m using a geotextile layer requires 51,000 m² so that these results can be used as a reference in the repair or improvement of the Plandaan - boro Tulungagung road.

JOB MIX LASTON (AC-BC) MENGGUNAKAN BUBUK GYPSUM DAN ABU BATA MERAH Moch Aminuddin; Agata Iwan Candra; Yosef Cahyo S
Jurnal Manajemen Teknologi & Teknik Sipil Vol 1, No 2 (2018): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

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%Dalam campuran laston filler berfungsi sebagai bahan pengisi rongga di dalam campuran, meningkatkan stabilitas, dan pengikat aspal beton. Pada penelitian ini, peneliti menggunakan filler bubuk gypsum dan abu bata merah sebagai pengganti semen. Penelitian ini dilakukan untuk mengetahui bagaimana pengaruh penggunaan bubuk gypsum dan abu bata merah sebagai filler dalam campuran laston (ac-bc) yang ditinjau dari karakteristik Marshall. Variasi kadar aspal yang digunakan dalam campuran lastonpada penelitian ini adalah 5%, 5,5%, 6%, 6,5%, dan 7% yang mana setiap kadar aspal dibuatkan benda uji dibuatkan sebanyak 3 sampel. Setelah melakukan tes Marshall, diketahui bahwa dengan volumetrik dan parameter Marshall menggunakan 3 sampel dari setiap kadar aspal, didapatkan hasil rata-rata pada perhitungan : VMA sebesar 17,68%, VIM sebesar 4,46%, VFB sebesar 74,87%, Stabilitas sebesar 1152 kg, Flow sebesar 2,47 mm, dan MQ sebesar 472 kg/mm. Dan dari hasil tes atau pengujian karakteristik Marshall, kadar aspal optimum yang dibutuhkan pada campuran laston AC-BC dengan menggunakan filler bubuk gypsum dan abu bata merah adalah sebesar 6,5 %.

Analisis Penerapan Keselamatan Dan Kesehatan Kerja (K3) Pembangunan Gedung Kuliah Bersama Kampus C Unair Surabaya Yusiane Saraswati; Ahmad Ridwan; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol 3, No 2 (2020): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

Implementation of multi storey building construction projects is very prone of work accidents, so the application of Occupational Safety and Health must be strictly considered. This study purposes are to determine the most dominant occupational safety and health implementation measures and the level of implementation of occupational safety and health in the Shared Lecture Building Project Of Campus C Airlangga University Surabaya. This research uses quantitative descriptive method. The research populations are 150 workers, which include: security, workers, foremen, safety officer, project implementers and management staff. The sample was determined by the slovin technique with the results of 60 respondents. Data collection by distributing questionnaires to respondents. The results of data collection were tested for validity, realibility testing and statistical frequency analysts using IBM SPSS Statistics 25 software. In this study the most dominant results of the application of Occupational Safety and Health (K3) is checking the condition of PPE and the provision of PPE that is periodically complete with a value of 91.70%. The application level of Occupational Safety and Health (K3) in the Shared Lecture Building Project Of Campus C Airlangga University Surabaya has a percentage of 77.84%, so it can be classified in the VERY GOOD category. Pelaksanaan proyek konstruksi gedung bertingkat sangat rawan akan terjadinya kecelakaan kerja, sehingga penerapan Keselamatan dan Kesehatan Kerja harus benar-benar diperhatikan. Tujuan dilakukan penelitian ini untuk mengetahui tindakan penerapan Keselamatan dan Kesehatan Kerja yang paling dominan dan tingkat penerapan Keselamatan dan Kesehatan Kerja pada proyek pembangunan Gedung Kuliah Bersama Kampus C UNAIR Surabaya. Metode penelitian ini menggunakan deskriptif kuantitatif. Populasi penelitian berjumlah 150 tenaga kerja yang meliputi: satpam, pekerja, mandor, pelaksana K3, pelaksana proyek dan staff manajemen. Sampel ditentukan dengan teknik slovin dengan hasil 60 responden. Pengumpulan data dengan membagikan kuisoner kepada responden. Hasil pengumpulan data dilakukan uji validitas, uji reliabilitas dan analis frequensi statistic menggunakan software IBM SPSS Statistic 25. Pada penelitian ini di dapatkan hasil tindakan penerapan Keselamatan dan Kesehatan Kerja (K3) yang paling dominan adalah Pengecekan Kondisi APD dan Penyediaan APD yang lengkap secara berkala dengan nilai 91,70%. Tingkat penerapan Keselamatan dan Kesehatan Kerja (K3) Pada Proyek Pembangunan Gedung Kuliah Bersama Kampus C UNAIR memiliki prosentase 77,84 %, sehingga dapat di klasifikasikan dalam kategori SANGAT BAIK.

Penambahan Abu Jerami Dan Abu Sekam pada Beton Fc’ 18,68 Mpa untuk Meningkatkan Kuat Tekan Beton Alvin Hidayat; Agata Iwan Candra; Sigit Winarto; Muhammad Heri Nastotok
Jurnal Manajemen Teknologi & Teknik Sipil Vol 4, No 1 (2021): JUNE
Publisher : Faculty of Engineering, Kadiri University

Concrete is a material that is widely used in the construction sector. The use of sustainable concrete constituent materials will result in the depletion of these materials. That is a need for innovation in the use of concrete materials. Husk ash and straw ash contain silica contained in cement material. Further research is needed on the use of these materials. This research was conducted to determine the optimum compressive strength, moisture content, and concrete density of a mixture of husk ash and straw ash in concrete k-225 (Fc '18.68 Mpa) with variations of 0%, 5%, 10%, and 15% of weight cement. The specimens used are 15x30cm cylindrical and the test is carried out at 28 days of concrete. The results showed that the optimum compressive strength value was obtained in the addition of 5% with a compressive strength value of fc'22.5 MPa. The least water content value is in the addition of 10% with a value of 0.033kg. The specific gravity test results show that the value of specific gravity has decreased for each variation. So it can be concluded that the addition of husk ash and straw ash to the concrete mixture affects the compressive strength value.

Pengaruh Penambahan Abu Kayu Dan Abu Bambu Terhadap Kepadatan Tanah Lempung Vella Maulina Kris Putri; Agata Iwan Candra; Ahmad Ridwan
Jurnal Manajemen Teknologi & Teknik Sipil Vol 3, No 2 (2020): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

The soil has an important role in construction, namely as the loading of soil on clay. It is necessary to improve the nature of the shrinkage. The authors conducted the study to increase the strength of clay by adding wood ashes and bamboo ashes. Wood ash and bamboo ash have pozzolan properties expected to add power to clay when weighted, would drop significantly. Material compares in this study using a mix of wood ash and bamboo ash with a variation of 0%, 4%, 8%, and 12%. Meanwhile, the clay soil is taken directly from the ravaged area, from bulging villages, from the grid district. The results showed that the soil is categorized as montmorillonite soil with properties that can damage light structures and road surface runoff. After adding wood and bamboo ash, it showed optimum results of 12% of the dry fixed test items showing a liquid limit’s value at 41,00%, plastic limit at 28,43%, and the net value of plastic limit at 12,57%. When testing for solidification using native soil at a dry volume of 7,91, gr/cm rainfall can increase by 10,42 gr/cm additives after adding 12% of wood ash and bamboo ash.Tanah memiliki peran penting dalam konstruksi yaitu sebagai pembebanan tanah pada tanah liat. Perlu untuk memperbaiki sifat penyusutan. Penulis melakukan penelitian untuk meningkatkan kekuatan tanah liat dengan cara menambahkan abu kayu dan abu bambu. Abu kayu dan abu bambu memiliki sifat pozzolan yang diharapkan dapat menambah kekuatan pada tanah liat saat tertimbang, akan turun secara signifikan. Perbandingan material dalam penelitian ini menggunakan campuran abu kayu dan abu bambu dengan variasi 0%, 4%, 8%, dan 12%. Sementara itu, tanah lempung diambil langsung dari area yang rusak, dari desa-desa yang menggembung, dari grid distrik. Hasil penelitian menunjukkan bahwa tanah tersebut dikategorikan sebagai tanah montmorillonite dengan sifat yang dapat merusak struktur ringan dan aliran permukaan jalan. Setelah dilakukan penambahan abu kayu dan bambu didapatkan hasil optimum dari 12% benda uji tetap kering yang menunjukkan nilai batas cair 41,00%, batas plastis 28,43%, dan nilai bersih batas plastis 12,57%. Pada pengujian solidifikasi menggunakan tanah asli pada volume kering 7,91 gr / cm curah hujan dapat meningkat sebesar 10,42 gr / cm aditif setelah penambahan 12% abu kayu dan abu bambu.

PENELITIAN PENAMBAHAN BAHAN ADITIF KAPUR HIDRAT KAPUR PADAM SEBAGAI BAHAN PENGISI FILLER PADA CAMPURAN ASPAL BETON Candra Yulianto; Yosef Cahyo Setianto Purnomo; Ahmad Ridwan; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol. 1 No. 2 (2018): OCTOBER
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jurmateks.v1i2.378

In the construction of highways, people generally often use concrete asphalt as material for road construction. Asphalt concrete mix (Hotmix) usage in Indonesia from year to year is higher. The coefficient of production of asphalt concrete (hotmix) can be made from locally available materials and has good weather resistance. The purpose of this study is how to influence the addition of extinguished lime to the mixture on asphalt concrete (hotmix) and Know what percentage of the extinguished lime mixture to reach the optimum point of asphalt concrete. From the calculation results it can be concluded from the addition of 5%, 10%, and 15% in the stability value of 778 Kg, 645 Kg, 534 Kg; VIM of 8.17%, 7.51% and 6.85%; VMA of 19.87%, 18.55% and 17.73%; VFB of 58.88%, 56.61% and 54.35%; MQ of 297 Kg / mm, 230 Kg / mm, and 198 Kg / mm.Pada konstruksi jalan raya masyarakat umumnya sering menggunakan Aspal beton sebagai bahan pembuatan konstruksi jalan raya. campuran aspal beton(Hotmix) penggunaannya di Indonesia dari tahun ke tahun makin tinggi. Koefisien produksi aspal beton(hotmix) dapat dibuat dari bahan- bahan lokal yang tersedia dan memiliki ketahanan yang baik terhadap berbagai cuaca. Tujuan dari penelitian ini adalah bagaimana pengaruhÂ Â Â penambahanÂ kapur padam pada bahan campuranÂ padaÂ aspal beton(hotmix)Â dan MengetahuiÂ berapa persentaseÂ campuran kapur padam untuk mencapai titik optimum aspal beton. Dari hasil perhitungan dapat disimpulkan dari penambahan 5%, 10%, dan 15% pada Nilai stabilitas sebesar 778 Kg, 645 Kg, 534 Kg; VIM sebesar 8.17%, 7.51%, dan 6.85%; VMA sebesar 19.87 %, 18.55 %, dan 17.73 %; VFB sebesar 58.88%, 56.61%, dan 54.35%; MQ sebesar 297 Kg/mm, 230 Kg/mm, dan 198 Kg/mm.

STUDI PERENCANAAN STRUKTUR PONDASI TIANG PANCANG GEDUNG FAKULTAS SYARIAH IAIN PONOROGO Lin Sintyawati; Sigit Winarto; Ahmad Ridwan; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol. 1 No. 2 (2018): OCTOBER
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jurmateks.v1i2.380

The foundation is an important part of a building. In this calculation, I use the Meyerhoff method, and it is based on the results of the analysis of the carrying capacity of a single or group foundation. The results of the loading analysis that occurred in the Islamic Faculty Building IAIN Ponorogo 379,198.5 kg. The results of sondir calculations carried out by hard soil depths reached a depth of 5.8 meters. For the calculation of pile, foundations used a diameter of 40 cm with threaded reinforcement D16 distance 125 with contents of reinforcement 5 and said SAFE. The calculation result of one-way shear force control = 1,085.34 tons> Nominal Shear Force = 348.05 tons is said to be SAFE. The calculation of the Two-Way Shear Force Control = 1,272.45 tons> Nominal Shear Force = 877.91 tons is said to be SAFE. The pile foundation will experience cracks if there is a moment of 58,278,400 tons / m2 <150 tons / m2 maximum allowable moment, and it is said to be SAFE, and the decrease that will occur is 4.644 mm <360 mm, the allowable decrease is said to be SAFE.Pondasi merupakan bagian penting pada suatu bangunan Gedung. Dalam perhitungan ini saya menggunakan metode mayerhoff dan perhitungan berdasarkan hasil analisis daya dukung pondasi tunggal maupun kelompok. Hasil analisis pembebanan yang terjadi pada Gedung Fakultas Syariah IAIN Ponorogo379.198,5 kg. Hasil perhitungan sondir yang dilakukan kedalaman tanah keras mencapai kedalaman 5,8 meter. Perhitungan pondasi tiang pancang mengunakan diameter 40 cm dengan tulangan besi ulir D16 jarak 125 dengan isi 5 tulangan, dan dikatakan AMAN. Hasil Perhitungan Kontrol Gaya Geser Satu Arah = 1.085,34 ton > Gaya Geser Nominal = 348,05 ton dikatakan AMAN. Perhitungan Kontrol Gaya Geser Dua Arah = 1.272,45 ton > Gaya Geser Nominal = 877,91 ton dikatakan AMAN, pondasi tiang pancang tersebut akan mengalami keretakan apabila terjadi momen sebesar 58.278.400 ton/m2 < 150 ton/m2 momen maksimal yang diijinkan dan dikatakan AMAN dan penurunan yang akan terjadi sebesar 4,644 mm < 360 mm penurunan yang diijinkan dan dikatakan AMAN.

STUDI EXPERIMEN KUAT TEKAN BETON DENGAN MEMANFAATKAN LIMBAH KERAMIK DAN BATA MERAH Satria Febby Romaadhoni; Ahmad Ridwan; Sigit Winarto; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol. 2 No. 1 (2019): JUNE
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jurmateks.v2i1.394

Normal concrete sample (1) has a compressive strength of 222.22 kg/cm, normal concrete (2) has a compressive strength of 242.933 kg/cm, concrete using a mixture of ceramic 21% and red brick 7% sample (1) has a compressive strength of 177.911 kg/cm, concrete using a mixture of 21% Ceramics and red brick 7% sample (2) has a compressive strength of 189.777 kg/cm, concrete using a mixture of 10% Ceramics and red brick 4% sample (1) has a compressive strength of 204.667 kg/cm, concrete which uses a mixture of 10% Ceramics and red brick 4% sample (2) has a compressive strength of 137,333 kg/cm. It shows that the compressive strength of concrete decreases from increasing the volume of ceramics because the ceramic surface cannot bind perfectly. The highest K-204,667 with a mixture of 10% ceramics and 4% red brick and 28-day-old concrete, while to reach the K-250, is very far away. Of the 6 samples, the average reached K-195,807.Sampel beton normal (1) memiliki kuat tekan 222,22 kg / cm, beton normal (2) memiliki kuat tekan 242.933 kg / cm, sampel beton menggunakan campuran keramik 21% dan bata merah sampel 7% (1) memiliki kuat tekan 177.911 kg / cm, sampel beton menggunakan campuran keramik 21% dan bata merah 7% (2) memiliki kuat tekan 189.777 kg / cm, sampel beton campuran 10% Keramik dan bata merah 4% (1) kuat tekan 204.667 kg / cm, sampel beton yang menggunakan campuran Keramik 10% dan sampel bata merah 4% (2) memiliki kuat tekan 137.333 kg / cm. Ini menunjukkan bahwa Kuat tekan beton semakin berkurang dari bertambahnya volume keramik, karena permukaan keramik tidak bisa mengikat dengan sempurna. K-204.667 tertinggi dengan campuran 10% keramik dan 4% bata merah serta beton berumur 28 hari, sedangkan untuk mencapai K-250 sangat jauh jauh. Dari 6 sampel tersebut rata-rata mencapai K-195.807.

ANALISIS PERENCANAAN OVERLAY PADA RUAS JALAN CRAKEN-NGULUNGKULON NAMBAK-NGULUNGKULON DENGAN BAHAN ACL PADA STA 0.00-13.345 KECAMATAN MUNJUNGAN KABUPATEN TRENGGALEK Wisnu Arganata; Arthur Daniel Limantara; Yosef Cahyo; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol. 2 No. 1 (2019): JUNE
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jurmateks.v2i1.404

Nowadays, the development of road capacity and vehicle quantity and the lack of optimal traffic infrastructure operations are the main problems in the Nambak-Ngulungkulon Craken-Ngulungkulon road section. This road is the object of observation because the road is an integrated system of the Nambak-Ngulungkulon Craken-Ngulungkulon road network. It is necessary to analyze how the performance and the thickness of the flexible pavement layer needed. To analyze road performance and calculate pavement thickness, the writer uses the Bina Marga 2017 method with ACL material at STA 0.00 - 13,345. The results of the analysis and calculation for the geometric planning of the Nambak-NgulungkulonÂ Craken-Ngulungkulon road section obtained the value of surface course with the 2017 Bina Marga method of 13 cm. Overlay work on the planning age is carried out in the 15 the year with an additional layer thickness with the Bina Marga 2017 method of 3 cm. And the traffic growth rate increased by 28.65% for 10 years y.a.d.Saat ini pengembangan kapasitas jalan dan kuantitas kendaraan dan kurangnya operasi infrastruktur lalu lintas yang optimal adalah masalah utama di ruas jalan Nambak-Ngulungkulon Craken-Ngulungkulon. Jalan ini adalah objek pengamatan karena jalan tersebut merupakan sistem yang terintegrasi dari jaringan jalan Nambak-Ngulungkulon Craken-Ngulungkulon. Perlu untuk menganalisis bagaimana kinerja dan ketebalan lapisan perkerasan lentur yang dibutuhkan. Untuk menganalisis kinerja jalan dan menghitung tebal perkerasan, penulis menggunakan metode Bina Marga 2017 dengan material ACL di STA 0,00 - 13,345. Hasil analisis dan perhitungan untuk perencanaan geometrik ruas jalan Nambak-Ngulungkulon Craken-Ngulungkulon diperoleh nilai permukaan jalan dengan metode Bina Marga 2017 13 cm. Pekerjaan overlay pada usia perencanaan dilakukan pada tahun ke-15 dengan tambahan ketebalan lapisan dengan metode Bina Marga 2017 3 cm. Dan tingkat pertumbuhan lalu lintas meningkat sebesar 28,65% selama 10 tahun y.a.d.

Co-Authors Abidatul Izzah Aditia, Trio Syiwa Aditiya Yayang Nurkafi Afif Nur Rahmadi Afif Nur Rahmadi, Afif Nur Afriyan Arsya Sabilla Agung Guncoro Ahmad Ridwan Ahmad Ridwan Ahmad Ridwan Ahmad Ridwan Ahmad Ridwan Ahmada Khotibul Umam Aldri Frinaldi Alfaridh Pasya, Salman Alfina Iskindaria Ali, Mahardika Kamalika Khusna Altara, Jecksindio Elten Alvin Hidayat Amanda Rizky F Anasrudin Yusuf Andri Dwi Cahyono Annas Dwi Safi'i April Gunarto April Gunarto April Gunarto Ardinata Ardinata Ariadi Santoso Ariadi Santoso, Ariadi Arif Fathur Rohman Arif Rivianto Arif Rivianto Arthur Daniel Limantara, Arthur Daniel Ashabul Yamin Atsfiela Dzulkhan Qalby Bagas Naga Pratala Haryadi Bella Amiria Rahmahima Bima Mahardana, Zendy Budi Heryanto Budi Winarno Budi Winarno Candra Yulianto Dicko Mahendra Dikhy Ridho Laksono Dodi Setiawan Dwi Hartanto Dwi K, Mohamad Agus Dwifi Aprilia Karisma Dwifi Aprilia Kharisma Dwifi Aprillia Karisma Edy Gardjito, Edy Eko Siswanto Eko Siswanto Eko Winarti Elsa Rizqi Purwanti Evita Fitrianis Hidiyati Faiz Muhammad Azhari Fajar Romadhon Fajar Romadhon Fandra Andriansyah P Farikhatul Mufaidah Fatkunada, Nur Addin Fauzie Nursandah Fauzie Nursandah Febrian, Bagas Fianca Nimas Yamada Puteri Fidyan Mamlu'atul Husna Fitry Rahmawaty Fransesco Indra Permana Friska Windi Meira Aisyah Galang Santoso Hadi Mashuri Hendy Hendy Hendy Henny Prasetiyo Heri Wahyudiono Herlan Pratikto Herlangga Duta Pramudya Hermawan Hermawan Hidiyati, Evita Fitrianis Hikmatul Lailiya Husna, Nadiya Ilham Rizqi Nurdian Putra Imam Mustofa Imam Safi'i Kavindo Yugiswara Hutama Khoirun Nisa' Khoirun Nisa' Ki Catur Budi Ki Catur Budi Ki Catur Budi S Krisdiyanto Nugroho Leo Agusta Utama Lin Sintyawati M Ilham Fauzil Fahmi Mahardi Kamalika Khusna Ali Mahardika, Rega Malik Ibrahim Ma’rifatul Mumayyizah Meylinda Vricilia Mishbahul Aziz Moch Aminuddin Moch. Risjad Aldiansyah Mochamad Rizki Mochammad Danara Indra Pradigta Moh. Idham Cholid Moh. Ilham Farihi Mohamad Agus Fajar Wibowo Mohammad Abdul Aziz Hanafi Mohammad Roziq Muchammad Sutikno Mudinillah, Adam Muhammad Bahrudin Muhammad Feggi Saputra Muhammad Heri Nastotok Muhammad Heri Nastotok Muhammad Lutfi Amzari Muhammad Nasih Al hasbi Muhammad Ridho Muhammad Rosyid Abdul Rohman Fauzy Muhammad Sulton Bahrudin Mukhammad Ibnul Mubarok Nadi Rheiza Fathurrohman Niko Andika Erwanda Nur Addin Fatkunada Nursandah, Fauzie Ogest Tegar Widyakrama Oktaviadi, Mohammad Reza Onie Wardani Pertiwi, Sheila Ananda Putri Prendy Eliya Mahendra Putri, Yuzi Melia Adi Rahadi Reswara Rahmat Heru Rahmat Heru Rahmat Heru Supriyo Rahmat Heru Supriyo Rahmawati, Apriliya Laily Ramadhan Mahendra Ravie Setya Putra Rekso Ajiono Ricky Putra Ardianto Rikha Wirda Izzati Rina Dwi Fatika Rina Dwi Fatika Rivianto, Arif Rohmat Ilyas Kurniawan Roid Ahmad Faizin Romadhon Romadhon Romadhon, Fajar Safi'i, Annas Dwi Safi'i, Imam Safi’i, Annas Dwi Saiful Muslimin Salman Alfaridh Pasya Sari, Tiara Sherlyta Satria Arung Bangun Samodera Satria Febby Romaadhoni Sefiyanti, Redyka Sheila Ananda Putri Pertiwi Sigit Winarto Sigit Winarto Sigit Winarto Sigit Winarto Sony Santoso Sony Susanto Sri Wiwoho Mudjanarko, Sri Wiwoho Sudjati Sudjati Sudjati Sudjati Sugeng Yani Widodo Sulik Anam Sulik Anam Sulik Anam Sumargono Sumargono Sumargono Sumargono Sumargono Supriadi Supriadi Supriono Supriono Suwarno Suwarno Tiara Sherlyta Sari Tiok Kresna Aji Two Puji Guntur A Uminarsih Uminarsih Veithzal Rivai Zainal Vella Maulina Kris Putri Wahyu Agung Nugroho Wardani, Onie Widodo Restu Putra Widodo, Silvi Rushanti winarti, eko Wisnu Arganata Yosef Cahyo Yosef Cahyo Yosef Cahyo S Yosef Cahyo S.P Yosef Cahyo Setianto Poernomo Yosef Cahyo Setianto Poernomo Yosef Cahyo Setianto Poernomo Yosef Cahyo Setianto Poernomo Yosef Cahyo Setianto Poernomo Yosef Cahyo Setianto Poernomo Yosef Cahyo Setianto Purnomo Yusiane Saraswati Yuzi Melia Adi Putri Zaizafun Zakiya Zaizafun Zakiya Zakiya, Zaizafun Zendy Bima Mahardana

Title Search

Found 72 Documents Search Journal : Jurnal Manajemen Teknologi dan Teknik Sipil (JURMATEKS)

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Title

Found 72 Documents
Search
Journal : Jurnal Manajemen Teknologi dan Teknik Sipil (JURMATEKS)