Garuda - Garba Rujukan Digital

p-Index From 2020 - 2025

2.459

P-Index

This Author published in this journals

All Journal International Journal of Science and Engineering (IJSE) Jurnal Pembangunan Wilayah dan Kota MEDIA KOMUNIKASI TEKNIK SIPIL Jurnal Teknik Sipil JURNAL KARYA TEKNIK SIPIL Jurnal Teknik Sipil Jurnal Teknik Sipil dan Perencanaan Jurnal Transportasi Rekayasa Sipil REKAYASA Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Jurnal Teknik Sipil Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Jurnal Proyek Teknik Sipil Journal of Education Technology Journal of Sustainable Engineering: Proceedings Series Jurnal Abdi Insani JURNAL TEKNIK SIPIL UNAYA Jurnal Darma Agung Journal La Multiapp JURNAL SAINS DAN TEKNOLOGI MARITIM Eduvest - Journal of Universal Studies

Bagus Hario Setiadji

Fakultas Teknik Universitas Diponegoro Semarang Jl. Prof. H. Soedarto, SH, Kampus Undip Tembalang, Semarang.

Author-ID : 376518

Aerospace Engineering Agriculture, Biological Sciences & Forestry Humanities Astronomy Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Neuroscience Physics Social Sciences Transportation

Published : 70 Documents Claim Missing Document

Claim Missing Document

Articles

1 2 3 4 5

EVALUASI PENGARUH BANJIR, BEBAN BERLEBIH, DAN MUTU KONSTRUKSI PADA KONDISI JALAN Jati Utomo Dwi Hatmoko; Bagus Hario Setiadji; Mochamad Agung Wibowo
Jurnal Transportasi Vol. 17 No. 2 (2017)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Abstract The decrease of road serviceability is indicated by the increase in types and severity level of road damage. This could be contributed by several factors, such as flooding due to poor drainage system, excessive loads and low quality of construction. This study aims to evaluate the influence of flood, excessive loads and quality of road construction towards the road serviceability by reviewing flood-prone roads and roads that suffered excessive loads. The study was conducted at Jalan Raya Timur Kendal Km 25 + 600 – Km 27 + 800 in Central Java Province. Data were obtained through road condition survey and drainage condition observation at the time of flooded, post-flood and during 3-month maintenance works. Secondary data, such as SDI (Surface Distress Index) and IRI (International Roughness Index), traffic loads, and rainfall, were also collected to support the analysis. The results show that there is an empirical significant impact of the flooding exacerbated by excessive loads on the road damage. Strategic efforts and coordination of related ministries are required to address this problem. Keywords: flood, overloading, construction quality, road damage Abstrak Penurunan kemampuan layan jalan terindikasi dari meningkatnya jenis dan tingkat keparahan kerusakan jalan. Banjir akibat saluran drainase yang buruk, beban berlebih, dan rendahnya mutu konstruksi ditengarai menjadi penyebab utama dari penurunan kemampuan layan jalan ini. Penelitian ini bertujuan untuk mengevaluasi pengaruh faktor banjir, beban berlebih, dan mutu konstruksi pada konstruksi jalan dengan meninjau ruas jalan yang rawan tergenang banjir dan mengalami beban berlebih. Penelitian dilakukan pada ruas Jalan Raya Timur Kendal Km 25 + 600 – Km 27 + 800 di Provinsi Jawa Tengah. Data diperoleh melalui pengamatan kondisi jalan dan drainase selama jalan tergenang banjir, pascabanjir dan saat perbaikan selama 3 bulan, serta dilengkapi dengan data-data sekunder, seperti SDI (Surface Distress Index) dan IRI (International Roughness Index), beban lalulintas, curah hujan, dan lain-lain. Hasil penelitian menunjukkan adanya dampak signifikan banjir secara empiris terhadap kerusakan jalan yang diperparah dengan indikasi beban berlebih yang melalui ruas jalan tersebut. Untuk itu, diperlukan upaya strategis dan koordinasi kementerian terkait untuk mengatasi masalah kerusakan jalan. Kata-kata kunci: banjir, beban berlebih, mutu konstruksi, kerusakan jalan

Design of Sustainable Road Drainage System Model Andung Yunianta; Suripin; Bagus Hario Setiadji
Journal of Sustainable Engineering: Proceedings Series Vol 1 No 1 (2019)
Publisher : Fakultas Teknik Universitas Sam Ratulangi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35793/joseps.v1i1.5

The existing drainage system of roads proposed to manage the quantity of runoff from the road only, while the quality remains uncontrolled. In fact the pollutants and waste originated from the road surface contains hazardous substances. Sustainable drainage system (SUDS) concept offers various structures to solve both quantity and quality problems of surface runoff from roads. One of the potential drainage structure is filter drain or infiltration trench develope along the right side and left side of road. It could be developed by retrofitting the existing drainage channel of the road. The objective of this paper proposes the design model of road drainage based on the concept of a sustainable urban drainage system. The model consists of U-ditch channel, reservoir, an infiltration well. The bottom of U-ditch channel completed with a number of holes to make it porous. The channel filled with aggregate to filter the runoff from the road before flow down into the reservoir beneath. The water is then discharged to infiltration well. The model was developed based on rainfall data and other physical characteristics in Ambarawa City, Semarang Regency, Central Java.The channel dimensions and the depth of aggregate filter were designed base on runoff volume. The relationship among rainfall, runoff volume, area ratio, and drainage dimension are obtained. The results concept of sustainable road drainage is obtained in addressing the quality and quantity of rainwater.

SISTEM DRAINASE PADA JALAN PANTURA: PERMASALAHAN DAN ALTERNATIF SOLUSI Sri Prabandiyani R. Wardani; Muhrozi .; Suripin .; Soebroto .; Bagus Hario Setiadji
Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Vol. 2 No. 2 (2016)
Publisher : Himpunan Pengembangan Jalan Indonesia (HPJI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26593/jh.v2i2.2315.%p

Abstract Pantura Jawa Road is one of the most important national roads because this road connects major economic centers in Indonesia, namely Jakarta and Surabaya. An issue recently developed on Pantura Road is premature damage due to the drainage system malfunction. To reveal the drainage system problems at the Pantura Road, this paper described the condition of the existing pavement system and its drainage system, and a review of the design manual of drainage system which is used. The road deterioration on the Pantura Road is caused by the insufficient pavement bearing capacity to carry overloading traffic and to sustain the environment impact along the roads. Therefore, integrated transport infrasatruktur transport discourse for the Pantura Road needs to be realized. To support this discourse and the effort to enhance the Pantura Road, several alternative solutions related to the drainage system on the Pantura Road are proposed at the end of this article with the purpose of maintaining the pavement structure the road so that the road can reach its lifespan. Keywords: Pantura Jawa Road, road pavement systems, road drainage system, road deterioration Abstrak Jalan Pantura Jawa merupakan salah satu jalan nasional terpenting karena jalan ini menghubungkan pusat perekonomian utama di Indonesia, yaitu Jakarta dan Surabaya. Suatu isu yang berkembang pada Jalan Pantura saat ini adalah kerusakan dini karena terganggunya sistem drainase jalan. Untuk mengungkap permasalahan pada sistem drainase Jalan Pantura, pada artikel ini dipaparkan kondisi sistem perkerasan Jalan Pantura eksisting berikut sistem drainasenya, dan tinjauan terhadap manual desain perencanaan sistem drainase yang telah digunakan. Kerusakan pada Jalan Pantura disebabkan daya dukung perkerasan dan lingkungan di sepanjang jalan tersebut kurang dapat mendukung beban lalulintas berlebih dan pengaruh lingkungan yang ada. Oleh karena itu, wacana untuk melakukan integrasi infrastruktur transportasi di Pantura Jawa diharapkan dapat segera direalisasikan. Untuk mendukung wacana ini dan mendukung upaya pembenahan Jalan Pantura, beberapa alternatif solusi yang terkait dengan sistem drainase pada Jalan Pantura diusulkan pada bagian akhir artikel ini dengan tujuan menjaga struktur perkerasan pada Jalan Pantura agar dapat mencapai akhir umur layanannya. Kata-kata kunci: Jalan Pantura Jawa, sistem perkerasan jalan, sistem drainase jalan, kerusakan jalan

CONGESTION AS A RESULT OF SCHOOL AND SHOPPING CENTER ACTIVITY Meike Kumaat; Agus Taufik Mulyono; Ade Sjafruddin; Bagus Hario Setiadji
International Journal of Science and Engineering Vol 9, No 2 (2015)
Publisher : Chemical Engineering Diponegoro University

Development of land use in public facilities such as shopping center and school gives an impact on transportation problem in Manado City, North Sulawesi. To determine factors which have causal relationship with congestion as a result of school and shopping center activity then it need to be assessed and studied. Descriptive study with observational survey was used in this study. The study ran Structural Equation Modelling (SEM) by using AMOS program. Estimated method was used to calculate sample size then found 300 repondents, comprised : visitors and mall managers, school visitors, parents, school managers, Public Works department, and urban planning department .The study yielded a statistically significant correlation between school and shopping center activity with congestion s. The result indicated that school activity was positively related to congestion with p value at p=0,000 (p ≤ 0,05). Shopping center activity was positively related to congestion with p value at p=0,000 (p ≤ 0,05). The closer proximity from school to shooping center will causes severe traffic congestion. The relationship between school facility with proximity was found in p value at p=0,000 (p ≤ 0,05) . The relationship between shopping center facility with proximity was found in p value at p= 0,020 (p ≤ 0,05). While, the relationship between proximity with congestion was p= 0,008 (p ≤ 0,05). Monastery school and Mega Mall activity were affecting congestion because a closer proximity of two facilities. This indicates that the occurence of traffic congestion in Monastery School may be dependent on existence of Piere Tendean road link

Evaluasi Sifat-Sifat Mekanik Campuran CTRB yang Disubstitusi Parsial dengan Pozolan Alam (Tras) Joice Elfrida Waani; Sri Prabandiyani; Bagus Hario Setiadji
Jurnal Teknik Sipil Vol 21 No 3 (2014)
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2014.21.3.6

Abstrak. Penggunaan material RAP dan RAM yang distabilisasi dengan semen untuk diaplikasikan sebagai lapis pondasi perkerasan jalan, dikenal dengan campuran Cement Treated Recycling Base (CTRB) adalah metode yang penggunaannya sudah cukup kembang di Indonesiai. Teknik ini, telah diaplikasikan pada beberapa proyek konstruksi dan rehabilitasi jalan. Penggunaan material daur ulang dalam campuran perkerasan jalan, disamping dapat menghemat biaya konstruksi juga dapat mengurangi pengaruh buruk terhadap lingkungan. Disamping itu, substitusi material pozolan dalam campuran semen dapat meningkatkan kepadatan campuran yang pada akhirnya berpengaruh positif pada karakteristik mekanik dari campuran. Dalam penelitian ini, Unconfined Compressive Strength Test (UCS) atau pengujian kuat tekan dan California Bearing Ratio (CBR) dilakukan untuk melihat pengaruh substitusi parsial tras (pozolan alam) terhadap semen pada sifat-sifat makanik campuran CTRB dalam hal ini kuat tekan dan daya dukung campuran. Berdasarkan data hasil pengujian, sekalipun kekuatan campuran (qu) menurun pada awal umur campuran karena adanya substitusi tras terhadap semen, tetapi seiring dengan bertambahnya waktu, kekuatan campuran berangsur-angsur meningkat bahkan melampaui kekuatan campuran yang distabilisasi dengan semen saja, yaitu pada substitusi 15% tras terhadap 6% semen untuk kedua campuran CTRB, yaitu campuran yang mengandung 40% RAP : 60% RAM dan yang mengandung 60% RAP : 40% RAM. Adapun daya dukung (CBR) yang dicapai setelah substitusi tras terhadap semen adalah melampaui 100% untuk kedua campuran tersebut.Abstract. The use of stabilized Reclaimed Asphalt Pavement (RAP) and Recycled Asphalt Materials (RAM) as pavement structural base layer, recognized as Cement Treated Recycling Base (CTRB) material in Indonesia, is a very well established practice in the field. This technique has been applied in the field in some pavement major rehabilitation and reconstruction projects successfully. The use of recyclable materials in pavement applications is not only environmentally friendly, but also can reduce the cost of materials in a particular project. In addition, the use of pozzolan in cement-stabilized material may increase the density of the pavement layer to benefit the properties of the stabilized material. In this research study, Unconfined Compressive Strength (UCS) Test and California Bearing Ratio (CBR) serve as surrogate indicators of compressive strength and bearing capacity of pavement base layers to the density of the CTRB materials from the influence of partial cement replacement. From the research results, although the early strength gain is decrease but the ultimate compressive strength of the CTRB materials with partial cement replacement increases with the increase in the curing period of the samples, exceeding that of the samples without cement replacement. The results are very convincing in the mixtures of 15% cement replacement with natural pozzolan with the 6% cement contents for two CTRB mixtures in 40% RAP - 60% RAM and 60% RAP - 40% RAM mixture combinations. The bearing capacity from the CBR tests indicated that the CBR values were more than 100% for this two CTRB mixtures.

Kinerja Hotmix Daur Ulang AC-WC Pencampuran Di Unit Produksi Pencampur Aspal Supra nowo; Bagus Hario Setiadji; SPR Wardani
Jurnal Teknik Sipil Vol 28 No 2 (2021): Jurnal Teknik Sipil
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2021.28.2.9

Abstrak Produksi hotmix daur ulang sebagian bahannya menggunakan batu dan aspal daur ulang yang berasal dari Reclaimed Asphalt Pavement (RAP). Untuk menghasilkan campuran beraspal panas yang baik diperlukan suatu proses untuk memastikan hasil produksi dari AMP sesuai dengan job mix formula. Penelitian ini dimaksudkan untuk mengevaluasi kinerja hotmix daur ulang AC-WC (AC-WCRAP) pada skala laboratorium dengan kinerja Marshall dan hasil pencampuran di AMP. Kinerja Marshall dilakukan terhadap semua kriteria sesuai Spesifikasi Campuran Beraspal Panas Daur Ulang 2019, sedangkan kinerja produksi di AMP dilihat dari konsistensinya terhadap parameter kinerja di laboratoriumnya. Dari pencampuran di laboratorium dan hasil uji produksi, semua parameter karakteristik Marshall pada kadar aspal optimum untuk campuran AC-WCRAP mulai dari RAP 20%, RAP 30% dan RAP 40% dapat memenuhi persyaratan spesifikasi. Pada AC-WCRAP dengan RAP 50%, terdapat parameter yang tidak memenuhi spesifikasi yaitu pada nilai Stabilitas Marshall Sisa. Dari 15 batch sampel uji produksi terdapat 3 batch sampel yang nilai stabilitas Marshall Sisa berada di bawah batas persyaratan yaitu pada batch ke-6 (89,72%), batch ke-9 (89,98%) dan batch ke-12 (89,77%). Hotmix AC-WCRAP pada pencampuran di AMP dengan porporsi RAP 20% sampai dengan RAP 40% dapat digunakan untuk lapis aus perkerasan jalan karena semua parameter karakteristik campurannya memenuhi persyaratan spesifikasi. Kata kunci: Hotmix daur ulang, kinerja marshall, reclaimed asphalt pavement, stabilitas marshall sisa. Abstract The production of recycled hotmix uses partially recycled stone and asphalt from Reclaimed Asphalt Pavement (RAP). To produce a good hot mix asphalt, a process is needed to ensure the production of AMP is in accordance with the job mix formula. This study was intended to evaluate the performance of the recycled hotmix AC-WC (AC-WCRAP) on a laboratory scale with Marshall performance and mixing results in AMP. Marshall's performance was carried out against all criteria according to the 2019 Recycled Hot Asphalt Mixture Specification, while the production performance at AMP was seen from its consistency with performance parameters in its laboratory. From the mixing in the laboratory and the results of production tests, all Marshall characteristics parameters at the optimum asphalt content for AC-WCRAP mixtures ranging from RAP 20%, RAP 30% and RAP 40% can meet the specification requirements. In AC-WCRAP with 50% RAP, there are parameters that do not meet the specifications, namely the Marshall Remaining Stability value. Of the 15 production test sample batches, there were 3 sample batches whose Marshall Residual stability values were below the required limit, namely in the 6th batch (89.72%), the 9th batch (89.98%) and the 12th batch (89 ,77%). Hotmix AC-WCRAP on mixing in AMP with a proportion of RAP 20% to RAP 40% can be used for road pavement because all the parameters of the characteristics of the mixture meet the specifications. Keywords: Recycled hot mix, marshall test, reclaimed asphalt pavement, remain marshall stability.

ANALISIS EFEKTIVITAS JALUR LAMBAT PADA RUAS JALAN KALIGAWE SEMARANG Inke Sita Ratnasari; Briliano Mantriwi; Bagus Hario Setiadji; Bambang Riyanto
Jurnal Karya Teknik Sipil Volume 6 ,Nomor 1, Tahun 2017
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (608.087 KB)

Jalan Kaligawe Semarang merupakan salah satu Jalan Nasional terletak di Provinsi Jawa Tengah dan memiliki fungsi sebagai jalan arteri primer. Pada ruas Jalan Kaligawe KM 3+500 – KM 5+000 terdapat jalur lambat. Tujuan keberadaan jalur lambat pada ruas Jalan Kaligawe adalah untuk memperlancar arus lalu lintas dan meminimalisir tingkat fatalitas kecelakaan di jalur cepat. Maksud dari studi ini adalah untuk meninjau efektivitas keberadaan dari jalur lambat terhadap jalur cepat di ruas Jalan Kaligawe. Dari hasil analisis kecepatan sepeda motor, rata – rata kecepatan sepeda motor yang melintas di jalur lambat adalah 41,42 km/jam. Kinerja lalu lintas yang diukur menggunakan derajat kejenuhan (DS) menghasilkan nilai DS jalur lambat 0,769 dan jalur cepat 0,558. Perbandingan hasil analisis karakteristik kecelakaan di jalur lambat dan cepat dari tahun 2011 – 2015, menghasilkan total kecelakaan di jalur lambat 73 kecelakaan dan di jalur cepat 17 kecelakaan. Berdasarkan tingkat fatalitas kecelakaan, jalur lambat didominasi oleh fatalitas sedang 71,23% sedangkan jalur cepat didominasi oleh fatalitas ringan 59%. Hasil analisis lokasi rawan kecelakaan (black spot) di jalur lambat menggunakan pendekatan EAN (Equivalent Accident Number) dan Pendekatan Jarak diperoleh 3 lokasi rawan kecelakaan yaitu Segmen 7 (B-T), Segmen 11 (B-T) dan Segmen 9 (T-B). Rekomendasi yang disarankan adalah penambahan pita penggaduh (rumble strip), pembuatan marka zona selamat, pemeliharaan fasilitas jalan dan skema pemindahan bukaan separator. Berdasarkan hasil analisis parameter efektivitas keberadaan jalur lambat dapat disimpulkan bahwa jalur lambat telah efektif dalam memperlancar arus lalu lintas dan meminimalisir tingkat fatalitas kecelakaan di jalur cepat. Akan tetapi perlu ada perbaikan pada beberapa segmen jalan yang terindikasi sebagai lokasi rawan kecelakaan.

PENGARUH PENAMBAHAN SASOBIT PADA WARM MIX ASPHALT TERHADAP MUTU CAMPURAN BERASPAL Eka Hadi Purwanto; Hartomo Sandi Sakti; Bagus Hario Setiadji; Supriyono Supriyono
Jurnal Karya Teknik Sipil Volume 3, Nomor 1, Tahun 2014
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar

Warm mix asphalt technology have possibility to makes, spreading, and compress in lower temperature than hot mix asphalt. This technology used with add the additive material named Sasobit. Because of that we did the research about mixing asphalt with Asphalt Institute methode. The asphalt degree is 4,5%, 5%, 5,5%, 6%, dan 6,5% add into Sasobit 0%, 2%, 3%, and 4% to establish mixing and solid temperature in the mix. This research compared the quality between mixing asphalt with Sasobit and mix without Sasobit as a control. Result of this research showed that decrease temperatur because of increment Sasobit 2% reduce until 6˚C, increment Sasobit 3% reduce until 7,5%, dan increment Sasobit 4% reduce until 7,8%. The other benefit from adding the Sasobit into mix asphalt is increase stability value, decrease presentage degree of utilizing asphalt, and decrease the gas emision from mixing asphalt. However, mixing with add Sasobit have lack, where the mix become more stiff and hard so that the asphalt is easier to be damage if compared with mix without Sasobit.

PENGGUNAAN TERRASIL SEBAGAI MATERIAL MODIFIER UNTUK PERBAIKAN DAYA DUKUNG SUBGRADE Hanif Firman Hakim Wasis; Hardiyanti Setia Utami; Djoko Purwanto; Bagus Hario Setiadji
Jurnal Karya Teknik Sipil volume 1, Nomer 1, tahun 2012
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar

ABSTRAK Tanah dasar merupakan lapisan terbawah dari sistem perkerasan jalan yang berfungsi untuk mendukung lapisan di atasnya dalam menahan beban kendaraan. Di sisi lain, tanah dasar merupakan komponen terlemah, karena mudah berkurang daya dukungnya sebagai akibat pengaruh air. Untuk mengatasi masalah tersebut, maka penelitian ini melakukan kegiatan perbaikan daya dukung tanah dengan menggunakan material modifier berupa Terrasil, yang berfungsi sebagai penolak air (water repellent atau waterproofing). Untuk mengevaluasi keefektifan penggunaan Terrasil maka pada penelitian ini digunakan tiga proporsi Terrasil terhadap air, yaitu 1:400, 1:600 dan 1:800, yang diaplikasikan pada sampel tanah di dua lokasi pengujian. Sampel tanah yang dipilih diperlakukan pada dua kondisi, yaitu kondisi kering dan kondisi terekspos air. Untuk mengevaluasi daya dukung tanah pada dua kondisi tersebut pada keadaan sebelum dan sesudah Terrasil digunakan, maka dilakukan pengukuran parameter California Bearing Ratio (CBR). Hasil dari penelitian ini menunjukkan bahwa penggunaan Terrasil pada tanah tidak akan memberikan dampak yang signifikan pada hilangnya nilai CBR antara dua kondisi tersebut, kecuali tanah tersebut dalam kondisi padat. Penelitian ini juga merekomendasikan proporsi Terrasil terhadap air 1:600 karena dapat menghasilkan nilai CBR wet losses yang paling minimum. Dengan proporsi ini, dapat diperoleh nilai CBR wet losses hanya sebesar 11,93%, yaitu pada lokasi dengan kepadatan tertinggi. Kata kunci: Subgrade, soil improvement, bahan modifier, Terrasil, CBR ABSTRACT Subgrade is the bottom layer that functions to support the upper layer to withstand against vehicle loads. However, subgrade is also the weakest component of the structure due to losses of carrying capacity as a result of water infiltration. To minimize the losses of carrying capacity of the subgrade, a study was conducted by proposing a modifier, namely Terrasil, that function as water repellent. In this reaserch, three proportions of Terrasil to water, i.e. 1:400, 1:600, and 1:800, were used in two test locations. Two conditions were applied on soil in the test locations, i.e. dry condition (unsoaked) and wet condition (soaked). To evaluate the carrying capacity of the subgrade before and after Terrasil application, California Bearing Ratio (CBR) measurement was conducted. The results showed that the use of Terrasil on the soil did not affected significantly on the carrying capacity losses due to water infiltration, unless soil compaction has been formerly applied. In addition, proportion of Terrasil to water 1:600 was recommended as optimum proportion for maximum water-repellent, with the condition that it should be applied on compacted soil. With this proportion, it can be obtained CBR wet losses only 11.93% at location with better density. Keywords: Subgrade , soil improvement, modifier material, Terrasil, CBR

ANALISIS KINERJA SIMPANG BERSINYAL DENGAN MENGGUNAKAN PROGRAM SYNCHRO (STUDI KASUS PADA SIMPANG JL. MAJAPAHIT – JL. FATMAWATI DAN JL. MAJAPAHIT – JL. SOEKARNO HATTA, SEMARANG) Nolo Paramarto; Priyo Hartono; Ismiyati Ismiyati; Bagus Hario Setiadji
Jurnal Karya Teknik Sipil Volume 3, Nomor 2, Tahun 2014
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (543.118 KB)

Majapahit road is one of important roads in Semarang city which is the entrance to the city from the East bound. There are adjacent intersections on this road with distance only 70 m, namely Jalan Majapahit - Jalan Fatmawati intersection and Jalan Majapahit - Jalan Soekarno Hatta intersection. This adjacent intersections have been causing long delay and high degree of saturation, especially at morning- and afternoon-peak hours . This study aims to analyze the performance of the intersections, and to provide recommendations to improve the traffic performance by applying various scenarios using Synchro plus SimTraffic 7.0 program. The scenario proposed were conducting traffic management, widening the road, and so on.To ensure that Synchro program can be used in the simulation, validation of the Synchro’s results was performed by comparing them with those of Manual Kapasitas Jalan Indonesia (MKJI) 1997. The analysis produced that at this moment, the intersectionscannot serve well the flow of traffic, as shown by the degree of saturation of the intersections that exceeded 0,75.Several scenarios have been made to solve the problem of congestion at intersections and the among them, traffic management is the best one that could be recommended.However, the implementation of the scenario needs the local government to play the role in issuing regulations which could reduce the volume of vehicles passing through the intersections such as increasing public transpor contribution, imposing three-in-one systems, electronic road pricing system, or as well as other policies.

Co-Authors ., Muhrozi ., Soebroto Abdullah Abdullah Ade Sjafruddin Aditian Kevin Pratama Agus Taufik Mulyono Ahmad Sazali Aktorina, Wahyu Alfa Narendra Alfin Marpaung Ali Ma'sum Alibaggio, M.Aulia Amelia Kusuma Indriastuti Anak Agung Gede Sugianthara Andika Ainoor Henganingayu Andung Yunianta Ani Tjitra Handayani Anton Susanto Apriadi Simon Harianja Arief Fath Atiya Asep Setyobudiato Asisi, Hayning Santa Bagus Gumilar Iskandar Bambang Haryadi Bambang Purwanggono Bambang Riyanto Bambang Riyanto Banu Ardi Hidayat Briliano Mantriwi Danang Dwi Admojo Dian Wijayanto Djoko Purwanto Doni Ramadhan Doni Ramadhan, Doni Dyah Kusumaningrum Eka Hadi Purwanto Eko Yuli Priyono Endang Purbowati Epf. Eko Yulipriyono Fernanda Asali Ferry Hermawan Fifiana Wisnaeni Galih Widyarini Galih Widyarini Gerson Simbolon Gidion Alamta Silaban Grandy Hellyantoro Hanif Firman Hakim Wasis Hardiyanti Setia Utami Hartomo Sandi Sakti Hayu Rahayu Hayuning Santa Asisi Heru Prastawa Heru Wakhidho, Heru Iin Irawati Indira Ginting Inke Sita Ratnasari Inrda Syahputra Nasution irene Febriyana Ismiyati Ismiyati Ismiyati Ismiyati Ismiyati Ismiyati Jati Utomo Dwi Hatmoko Joice Elfrida Waani Joice Elfrida Waani, Joice Elfrida Karimi, Muh Bahrul Ulum Al Kurnia, Dita Juni Lita, Eleonora Jade Marsha M.Syaiful Afif Mahfuda, Anno Maulana Arifin Meidiana Dwidiyanti Meike Kumaat Misi H. Wijaya Mochamad Agung Wibowo Mochamad Agung Wibowo Mochammad Agung Wibowo Moga Narayudha Mohammad Faldi Fauzi Muchammad Ulil Aidi Muhammad Nauval raka Aris Muhammad rifki hanifan Muhammad Rizal Permadi Muhammad Rizaldi Kresna Raharja Muhrozi . Munawar, Achmad Nahyo . Nahyo Nahyo Nolo Paramarto Nurdin, Rio Nuroji Nuroji Okty Diana Wulan Sari Prabandiyani Prabandiyani Pratiwi, Anik Nurul Priyo Hartono Priyono, Eko Yuli Puji Wibawa Wartadinata Purnomo Purnomo Putmadiat Rochhanif R. Rizal Isnanto R.Ananda Putri Raisha El Kahira Rakhmatika, Rakhmatika Ramadan Ramadan Ramadhanti, Intan Raymon Raymon Raymond Benardus Munthe, Raymond Reska Ayu Yuniar M. Retno Handayani Prastyaningrum Rikki Andreanus Situmorang S. Suripin Sarebni, Ahmad Viky Furqon SATRIYAS ILYAS Saut Martua Hasiholan Saragih Setorini, Andhika Ajengtyas Setyowati, Ro'fah Singgih Prasetyo Siti Mayuni Soebroto . SPR Wardani Sri Prabandiyani Sri Prabandiyani Sri Prabandiyani R. Wardani Sri Prabandiyani R. Wardani, Sri Prabandiyani R. Stefanus Catur Adi Prasetyo Stefanus Catur Adi Prasetyo, Stefanus Catur Adi Sudarno . Sudarno Sudarno Supra nowo SUPRIYONO . SUPRIYONO . Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Suseno Darsono Sutini - Suwarto, Fardzanela Tri Susanto Undayani Cita Sari Wahyudi Kushardjoko Wahyudi Kushardjoko Wardhana A.S, Wisnu Weny Saputri Widi Wantoro Wildan Salasa, Wildan Y.I. Wicaksono Y.I. Wicaksono Y.I. Wicaksono Yahya Anas YI. Wicaksono YI.Wicaksono, YI.Wicaksono Zebta Bernad Siahaan

Title

Found 70 Documents
Search

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Title Search

Found 70 Documents Search

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Title

Found 70 Documents
Search