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All Journal Inersia : Jurnal Teknik Sipil dan Arsitektur Jurnal Spektran CIVED (Journal of Civil Engineering and Vocational Education) Jurnal Teknik Sipil dan Perencanaan 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

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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 : Faculty of Engineering, Kadiri University

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 PELAKSANAAN KINERJA PERCEPATAN WAKTU PADA PROYEK PEMBANGUNAN GEDUNG BANK DARAH RUMAH SAKIT Dr. SOEDOMO Widodo Restu Putra; Ahmad Ridwan; Yosef Cahyo; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol 3, No 1 (2020): JUNE
Publisher : Faculty of Engineering, Kadiri University

Dr.Soedomo Trenggalek Hospital has a goal to realize an optimal service for the community through the availability of supporting infrastructures. One of them is the Blood Bank Building Hospital. This study aims to determine how much cost efficiency and time efficiency of the Blood Bank Building construction project at Dr. Soedomo Trenggalek Hospital are accelerated for seven days. The research method used is the "S" Curve method to monitor project implementation in terms of cost and work performance. Furthermore, the Arrow Diagram method is used to speed up the time of project implementation by determining the critical path and paying attention to activities on the critical path to know the activities that need to be accelerated. The Blood Bank Building Construction Project was scheduled to be completed for 120 days with a Budget Plan of Rp. 891,374,000.00. After accelerating seven days to 113 days, a cost increase of Rp. 20,772,189.68. After accelerating 12 days from 120 to 108 days, an increase in costs of Rp. 26,627,020.90.Rumah Sakit Dr.Soedomo Trenggalek memiliki tujuan untuk mewujudkan pelayanan yang optimal bagi masyarakat melalui tersedianya sarana infrastruktur pendukung. Salah satunya adalah Gedung Bank Darah Rumah Sakit. Penelitian ini bertujuan untuk mengetahui berapa efisiensi biaya dan efisiensi waktu proyek pembangunan Gedung Bank Darah Rumah Sakit Dr.Soedomo Trenggalek jika dilakukan percepatan selama 7 hari. Metode penelitian yang digunakan adalah metode Kurva “S” untuk memantau pelaksanaan proyek ditinjau dari segi biaya dan prestasi kerja. Selanjutnya, metode Diagram Panah digunakan untuk mempercepat waktu pelaksanaan proyek dengan cara menentukan jalur kritis dan memperhatikan kegiatan – kegiatan pada jalur kritis agar dapat mengetahui kegiatan – kegiatan yang perlu dipercepat. Dalam Proyek Pembangunan Gedung Bank Darah tersebut dijadwalkan selesai selama 120 hari dengan Rencana Anggaran Biaya sebesar Rp. 891.374.000,00. Setelah dilakukan percepatan 7 hari menjadi 113 hari didapat kenaikan biaya sebesar Rp. 20.772.189,68. Setelah dilakukan percepatan 12 hari dari 120 menjadi 108 hari didapat kenaikan biaya sebesar Rp. 26.627.020,90.

Pengaruh Kombinasi Renolith Terhadap Stabilitas Tanah Pada Jalan Demuk Pucanglaban Tulungagung Hermawan Hermawan; Agata Iwan Candra; Yosef Cahyo Setianto Poernomo
Jurnal Manajemen Teknologi & Teknik Sipil Vol 3, No 2 (2020): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

The soil structure consists of several mineral composition elements, namely clay, sand, and other minerals, such as rocks. Montmorillonite soil structures are soil structures that are mostly clays inside their components. The nature of montmorillonite-type soils is prone to deflection when loading when there is a change in the level of water dehydration. In the preparation of the following final project, the author tries to correlate the effect of the Renolith combination on soil stability. Clay material is from the location of Jalan Demuk,Pucanglaban Village, Tulungagung Regency. The combination of additives used as a correlation of soil stability is Renolith, with 0% (original soil), 5%, 10%, 15%,and 20%. The test method used is the method of soil classification, soil consistency limits, and soil compaction. The test results show that the original soil structure has montmorillonite activity value. In testing specimens with variations in the maximum combination (20%) of soil structure material and Renolith, The original soil Proctor testing 6.72 gr/cm3 and after combined with 20% Renolith increased to 10.56 gr/cm3.Struktur tanah terdiri dari beberapa unsur mineral penyusunannya, yaitu lempung, pasir dan mineral lain seperti batuan. struktur tanah bersifat monmorillonite adalah struktur tanah yang sebagian besar terdapat lempung didalam komponennya. Sifat dari tanah berjenis montmorillonite mudah mengalami lendutan ketika dilakukan pembebanan saat terjadi perubahan tingkat dehidrasi air. Pada penelitian ini diteliti korelasi pengaruh kombinasi renolith terhadap stabilitas tanah. Material tanah lempung diambil dari lokasi Jalan Demuk, Desa Pucanglaban, Kabupaten Tulungagung. Kombinasi bahan aditif yang digunakan sebagai korelasi stabilitas tanah adalah renolith dengan persentasejumlah 0%(tanah asli),5%,10%, 15%dan 20%.Metode pengujian yang digunakan adalah metode pemadatan tanah. Hasilpengujian benda uji menunjukkan bahwa struktur tanah asli dikategorikan memiliki nilai aktivitas montmorillonite. Pada pengujian benda dengan variasi kombinasi maksimal (20%) bahan struktur tanah dan renolith, nilai proctor tanah asli 6,72 gr/cm3 dan setelah dikombinasikan dengan 20% renolith meningkat 10,56 gr/cm3.

ANALISIS DAMPAK LALU LINTAS PEMBANGUNAN HOTEL FRONT ONE TULUNGAGUNG KABUPATEN TULUNGAGUNG Tiok Kresna Aji; Sigit Winarto; Ahmad Ridwan; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol 2, No 2 (2019): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

This research was carried out against the background of the pattern of development progress in Tulungagung District so quickly that it affected the transportation sector. Transportation has an important role, which is to support the mobility of people and goods as well as for the implementation of intra and intermodal integration in order to remain smooth and orderly. But it not only the traffic system that needs attention, the facilities and infrastructure, namely the construction the Front One Hotel, which is the center of community activities, which is a gathering place for people to rest/spend the night and carry out celebrations or meetings as well as their impact. This research was conducted in the construction area of the Tulungagung Front One Hotel. The purpose of this study was to determine the impact of traffic development in the Front One Tulungagung Hotel. The analysis of the research uses the method described in the 1997 Indonesian Road Capacity Manual. The results of the analysis of this study are that the construction of Front One is expected to attract and generate new trips, affect the Level of Service (LOS) and affect the intersection of the SimpangEmpatPlandaan.Penelitian ini dilakukan dengan latar belakang pola kemajuan perkembangan pembangunan yang ada di Kabupaten Tulungagung begitu cepat sehingga mempengaruhi sektor transportasi. Transportasi memiliki peranan yang penting yaitu menunjang mobilitas orang maupun barang serta untuk terlaksananya keterpaduan intra dan antar moda agar tetap lancar dan tertib di wilayah Kabupaten Tulungagung, maka dibutuhkan suatu sistem jaringan lalu lintas yang lancar, aman, hemat waktu dan efesien. Namun bukan hanya sistem lalu lintas yang perlu diperhatikan, sarana dan prasarana yaitu pembangunan Hotel Front One yang menjadi pusat kegiatan masyarakat, yang merupakan tempat berkumpulnya orang untuk beristirahat / bermalam maupun melaksanakan acara hajatan ataupun acara pertemuan juga perlu diperhatikan dampaknya. Penelitian ini dilakukan di wilayah pembangunan Hotel Front One Tulungagung. Tujuan penelitian ini adalah untuk mengetahui dampak lalu lintas pembangunan Hotel Front One Tulungagung. Analisis penelitian menggunakan metode yang telah dijelaskan dalam Manual Kapasitas Jalan Indonesia Tahun 1997. Hasil analisis dari penelitian ini adalah pembangunan Front One diperkirakan akan menarik dan membangkitkan perjalanan baru, mempengaruhi Level Of Service (LOS) dan mempengaruhi persimpangan Simpang Empat Plandaan.

Meningkatkan Daya Dukung Pondasi Tiang Pancang Gedung Abipraya Mojo Kabupaten Kediri Menggunakan Metode Begemann Arif Fathur Rohman; Edy Gardjito; Agata Iwan Candra; Andri Dwi Cahyono
Jurnal Manajemen Teknologi & Teknik Sipil Vol 4, No 2 (2021): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

The foundation is a lower structural element that serves to with stand the load of the upper structure. Pile foundation is one type of deep foundation, which is widely used in the construction of buildings. Pile foundation used in hard soil cases is located at a very deep depth. Abipraya Building is a building located in kediri regency which later functioned as a rural office. This study aims to increase the carrying capacity of pile foundation in the abipraya building project using the begemann method. Calculations carried out include the calculation of loading, carrying capacity, buckling factor and determination of foundation point. Based on the calculations obtained the results of axial load (sigma Vertical Ultimate) Σνυ of 99.70. with a single-pole carrying capacity of 38.89 tons and a group pole carrying capacity of 117,917 tons. These results will be planned the foundation of the stake with a diameter of 30 with a depth of 8 meters, amounting to 4 poles. Calculation factor buckling results in 194.14 kg/cm2 smaller than the allowed maximum 2400 kg/cm2. Thus, with the known components of the planning of the pile foundation, it can be used as a reference in the construction of the abipraya building.

PERENCANAAN PONDASI TIANG PANCANG GEDUNG DINAS TENAGA KERJA DAN TRANSMIGRASI Ahmada Khotibul Umam; Sigit Winarto; Ahmad Ridwan; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol 3, No 1 (2020): JUNE
Publisher : Faculty of Engineering, Kadiri University

The foundation has an important role in the field of construction. The function of the foundation is to transport the building load to the subgrade, so the foundation must be planned with the right calculation so that the building is safe and stable. Pile foundation is one type of foundation used in building construction with heavy loads. In research, land investigations use SPT (Standard Penetration Test). The calculations include the carrying capacity of the soil, the loading of buildings, the dimensions and depth of the pile, and the stability of the controls. Calculation results obtained, loading on floors 1 to 3, totaling 4,463.5 Tons. The dimensions of the foundation are 0.6, with a cross-sectional area of 0.28274334 and a depth of 18 M. The need for strengthening the foundation is 600059.7 Kg. With bolt control stability 24,620 Tons / M2 > 1.5 Tons / M2 – > Safe, shear 9,156 Tons / M2 > 0,156 Tons / M2 – > Safe.Pondasi memiliki peranan penting dalam bidang konstruksi. Fungsi pondasi sendiri yaitu meneruskan beban bangunan ke tanah dibawah pondasi menjadikan pondasi harus direncanakan dan diperhitungkan dengan tepat agar bangunan yang didirikan aman dan stabil. Salah satu jenis pondasi yang banyak digunakan yaitu pondasi tiang pancang. Pondasi tiang pancang merupakan salah satu jenis pondasi dalam yang banyak digunakan pada konstruksi yang memiliki beban berat. Dalam penelitian, penyelidikan tanah menggunakan metode SPT (Standart Penetration Test). Perhitungan yang dilakukan meliputi perhitunagn daya dukung tanah, Pembebanan bangunan, dimensi dan kedalaman tiang pancang, serta stabilitas control. Hasil dari perhitungan didapat, pembebanan lantai 1 sampai 3 sebesar 4663,5 Ton. Dimensi pondasi sebesar 0,6 M dengan luas penampang 0,28274334 M dan kedalaman 18 M. Kebutuhan tulangan pondasi yaitu 600059,7 Kg. Dengan stabilitas kontrol terhadap guling 24,620 Ton / M2 > 1.5 Ton / M2 – > Aman, Gaya terhadap geser 9,156 Ton / M2 > 0,156 Ton / M2 – > Aman.

Pemanfaatan Limbah Galvalum Sebagai Substitusi Aggregat Kasar Pada Jobmix Beton Muhammad Bahrudin; Agata Iwan Candra; Sigit Winarto
Jurnal Manajemen Teknologi & Teknik Sipil Vol 3, No 2 (2020): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

Concrete is one of the construction materials that is widely used. Currently, variations in concrete are being studied. Galvalum waste has high tensile properties but is mild. Its lightweight properties are expected to reduce the weight of the concrete itself. The purpose of this study is to find out the value of strong press, absorption, weight type (E), degree of saturation (Sr), moisture content (Wc), and porosity of the addition of galvalume waste. The method used is a experimental method. Variations in galvalum waste substitution used are 50% and 100% of the aggregate weight is roughT the sample used in the form of a cylinder size of 15cm x 30 cm with the initial quality of fc' 18.67 Mpa. The results of the strong press test showed that the galvalum waste subtitution has not been able to exceed the initial quality of the plan. The highest test result was obtained at a percentage of 50% with a strong press score of FC' 17.94 Mpa. In the percentage, absorption test results are 0.010%, the weight of the type is 2325 kg / m3, the pore number is 0.00232%, the water content is 0.108%, and porosity is 0.00108%.Beton merupakan salah satu bahan konstruksi yang banyak dipergunakan. Saat ini, pengguanaan variasi pada beton sedang banyak diteliti. Limbah galvalum memiliki sifat tarik yang tinggi namun ringan. Sifatnya yang ringan diharapkan mampu mengurangi berat beton itu sendiri. Tujuan dari penelitian ini adalah untuk mengetahui nilai kuat tekan, absorpsi, berat jenis (Ɣ), angka pori (e),derajat kejenuhan (Sr), kadar air (Wc), dan porositas dari penambahan limbah galvalum. Metode yang digunakan merupakan metode eksperimen. Variasi pensubtitusi limbah galvalum yang digunakan yaitu 50% dan 100% dari berat agregat kasar. sampel yang digunakan berbentuk silinder ukuran 15cm x 30 cm dengan mutu awal fc’ 18.67 Mpa. Hasil uji kuat tekan menunjukkan bahwa subtitusi limbah galvalum belum mampu melebihi mutu awal rencana. Hasil uji tertinggi didapat pada prosentase 50% dengan nilai kuat tekan fc’ 17,94 Mpa. Pada prosentase tersebut, didapat hasil uji absropsi yaitu 0,010%, berat jenis yaitu 2325 kg/m3, angka pori yaitu 0,00232%, kadar air yaitu 0,108% serta porositas yaitu 0,00108%.

PERBANDINGAN KEKUATAN BETON DENGAN CAMPURAN DRAMIX STEEL FIBER DAN TULANGAN WIREMESH PADA RIGID PAVEMENT Two Puji Guntur A; Yosef Cahyo; Sigit Winarto; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol 1, No 2 (2018): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

Concrete has weaknesses. Namely, it has low tensile strength and is brittle in nature, so that the concrete is given steel reinforcement to anticipate it. In this study, the concrete mixture was added with dramatic steel fiber. This addition was carried out to study and determine the effect of dramatic steel fiber on compressive strength, flexural strength in normal quality concrete with the addition of 0%, 10%, 20%, and 30% in compressive load. Testing is carried out after 28 days. Concrete with the addition of 30% dramatic steel fiber is more capable of producing high compressive strength values than others. The addition of dramatic 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 concrete flexural strength in beam samples 15/15/60, the highest is in the concrete mixture, and the addition of dramatic steel fiber is 5.44 MPa, higher than the addition of wiremesh m8 reinforcing steel, which is 4.96 MPa. Beton mempunyai kelemahan yaitu mempunyai kuat tarik yang rendah dan bersifat getas (brittle) sehingga beton diberi tulangan baja untuk mengantisipasinya. Pada penelitian ini, campuran beton diberi bahan tambahan dramix steel fiber. Penambahan ini dilakukan untuk mempelajari dan mengetahui pengaruh dramix steel fiber terhadap kuat tekan, kuat lentur pada beton mutu normal dengan penambahan 0%, 10%, 20% dan 30% pada beban tekan. Pengujian dilakukan setelah 28 hari. Beton dengan penambahan dramix steel fiber 30% lebih mampu menghasilkan nilai kuat tekan tinggi dari pada yang lainya. Penambahan dramix steel fiber menghasilakan kuat tekan rata-rata yaitu 0%, 29,07 MPa ,10%, 29,33 MPa, 20%, 29,40 MPa, 30%,29,58 MPa. Untuk kuat lentur beton pada sampel balok 15/15/60 yang paling tinggi yaitu pada campuran beton dan penambahan dramix steel fiber sebesar 5,44 MPa, lebihtinggi dari pada penambahan besi tulangan wiremesh m8 yaitu sebesar 4,96 MPa.

Easy Way To Determine The Feasibility Of Coarse Aggregate On All Pavement Layers Using The Los Angeles Tatonas TA-700 Machine Mahardi Kamalika Khusna Ali; Agata Iwan Candra; Elsa Rizqi Purwanti; Rikha Wirda Izzati; Kavindo Yugiswara Hutama; Mohammad Roziq; Herlangga Duta Pramudya
U Karst Vol 5, No 2 (2021): NOVEMBER
Publisher : Kadiri University

The use of coarse aggregate with poor quality can cause bumpy roads, cracked roads, potholes, and others. Coarse aggregate wear is an indicator of the aggregate resistance index against friction with other objects. Any aggregate to be used in a pavement mix must meet the wear requirements. Low wear causes the aggregate to be easily crushed when exposed to friction and has an impact on a low level of stability. The purpose of this research is to determine the feasibility of coarse aggregate in Kedak Village, Kediri. One of the feasibility of coarse aggregate is reviewed based on wear with abrasion testing. This research was conducted by using an abrasion test using the Los Angeles TA-700 machine and SNI 2417:2008 as a reference. The specimens were taken at random and met the criteria for passing the number 3/4 sieve and stuck on the 2500 gram sieve number 1/2 and the aggregate that passed the 1/2 sieve was stuck on the 3/8 sieve as much as 2500 grams. The results obtained stated that the average wear of the abrasion test was 26.6%. Based on these results, the aggregate can be said to be feasible because it does not exceed 40% in accordance with the provisions of the 2018 Binamarga General Specifications. So that coarse aggregate from Kedak Village, Kediri can be used for all mixtures of road pavement layers.

Studi Perencanaan Perkerasan Lentur Dan Rencana Anggaran Biaya (Pada Proyek Ruas Jalan Karangtalun – Kalidawir Kabupaten Tulungagung) Henny Prasetiyo; Yosef Cahyo Setianto Poernomo; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol 3, No 2 (2020): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

Road pavement is a major component in supporting the smooth running of land transportation so that it can be accessed comfortably and safely by road users. Road pavement, according to its type, is divided into three types, namely flexible pavement, rigid pavement, and composite pavement. On flexible pavements, there are several methods used to determine the thickness of the pavement in the initial plan. The method used as a reference is the 2017 Design Manual Method, and the calculation of the RAB refers to the Basic Unit Price Analysis in 2019. This study aims to obtain good quality flexible pavement but at a low cost in terms of the 2017 Design Manual method and analysis calculations and The price of the basic unit (RAB) in 2019. From the calculation of the pavement thickness of each layer, namely the top layer of 5 cm, the middle layer of 20 cm, and the bottom layer of 15 cm, it is known that the cost required to carry out the construction of the pavement is Rp. 73,342,707,500.00.Perkerasan jalan adalah komponen utama dalam menunjang lancarnya suatu transportasi darat, sehingga jalan dapat diakses dengan mudah, nyaman dan aman oleh pengguna jalan. Perkerasan jalan menurut jenisnya dibagi menjadi tiga yaitu perkerasan lentur, perkerasan kaku dan perkerasan komposit. Pada perkerasan lentur terdapat beberapa metode yang digunakan untuk menentukan tebal perkerasan perencanaan awal. Adapun metode yang dipakai sebagai acuan adalah Metode Manual Desain 2017 serta perhitungan RAB mengacu dengan Analisa Harga Satuan Dasar pada tahun 2019. Tujuan dari penelitian ini adalah untuk mendapatkan mutu perkerasan lentur yang baik tetapi dengan biaya yang murah ditinjau dari metode Manual Desain 2017 serta perhitungan Analisa Harga Satuan Dasar (RAB) pada tahun 2019. Dari hasil perhitungan tebal perkerasan masing-masing lapisan yaitu lapis atas 5 cm, lapis tengah 20 cm, dan lapis bawah 15 cm diketahui biaya yang diperlukan guna melaksanakan pembangunan perkerasan jalan tersebut sebesar Rp. 73.342.707.500,00.

Co-Authors Abidatul Izzah Aditia, Trio Syiwa Aditiya Yayang Nurkafi Afif Nur Rahmadi 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 Annas Dwi Safi’i April Gunarto April Gunarto April Gunarto Ardinata Ardinata Ariadi Santoso Arif Fathur Rohman Arif Rivianto Arif Rivianto Arthur Daniel Limantara, Arthur Daniel Ashabul Yamin Atsfiela Dzulkhan Qalby Bella Amiria Rahmahima Bima Mahardana, Zendy Budi Heryanto Budi Winarno Budi Winarno Candra Yulianto Dicko Mahendra Dikhy Ridho Laksono 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 Fauzie Nursandah Fauzie Nursandah 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 Ma’rifatul Mumayyizah Meylinda Vricilia Mishbahul Aziz Moch Aminuddin Moch. Risjad Aldiansyah Mochamad Rizki Mochammad Danara Indra Pradigta Moh. Idham Cholid 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 Nursandah, Fauzie Ogest Tegar Widyakrama Oktaviadi, Mohammad Reza Onie Wardani Onie Wardani Pertiwi, Sheila Ananda Putri Prendy Eliya Mahendra Rahmat Heru Rahmat Heru Rahmat Heru Supriyo Rahmat Heru Supriyo 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 Saiful Muslimin Salman Alfaridh Pasya Sari, Tiara Sherlyta Satria Arung Bangun Samodera Satria Febby Romaadhoni 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 Widodo Restu Putra Widodo, Silvi Rushanti 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 Yuzi Melia Adi Putri Zaizafun Zakiya Zaizafun Zakiya Zaizafun Zakiya Zendy Bima Mahardana

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