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Rosyad, Farlin
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PENGARUH PENAMBAHAN BIJI PLASTIK SEBAGAI PENGGANTI FRAKSI HALUS TERHADAP KEPADATAN DAN STABILITAS CAMPURAN ASPAL AC-BC Rosyad, Farlin; Sary, Diea Destha
Jurnal Tekno Vol 14 No 1 (2017): Jurnal TEKNO
Publisher : Direktorat Riset dan Pengabdian pada Masyarakat Universitas Bina Darma

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

Abstract

Kebutuhan berpindah dari satu tempat ke tempat lain dengan perjalanan darat merupakan transportasi yang mendominasi pada saat ini, sehingga meningkatnya lalulintas yang ada. Meningkatnya lalulintas tidak lepas dari beban yang besar pada konstruksi jalan raya, sehingga jalan mengalami perubahan bentuk plastis perkerasaan. Dari uraiantersebutmaka dilakukanlahpenelitianuntuk mengetahui seberapa besar pengaruh kehalusan biji plastik dan besar persentase penggunaan biji plastik yang lebih efektif terhadap campuran aspal AC-BC ditinjau dari kepadatan dan stabilitas.Metode yang digunakan untuk  penelitian ini yaitu dengan menambahkanpersentase biji plastik sebesar 0%, 6%, 8%, dan 10% sebagai pengganti dari fraksi halus dalam campuran aspal AC-BC. Penelitian  ini menggunakan  biji plastik jenis Polypropylene dengan metode pengujian marshall, dari pengujian ini didapatkan nilai kepadatan dan stabilitas dari campuran aspal AC-BC dengan suhu 60? masa perendaman 30 menit dan 24 jam.Hasil dari pengujian didapatkan nilai nilai kepadatan tertinggi pada masa perendaman 30 menit dengan persentase 10% biji plastik yaitu 2,342 gr/cc sedangkan masa perendaman 24 jam dengan persentase 10% biji plastik yaitu 2,359 gr/cc dan stabilitas tertinggi pada masa perendaman 30 menit dengan persentase 8% biji plastik yaitu 1876,22 kg sedangkan masa perendaman 24 jam dengan persentase 10% biji plastik yaitu 1780,81 kg. Hasil pengujian tersebut kemudian dianalisis dan dapat disimpulkanbahwa penambahan persentase biji plastik pada fraksi halus dapat meningkatkan nilai kepadatan dan stabilitas pada campuran aspal AC-BC
ANALISIS PENGARUH PENAMBAHAN ABU AMPAS TEBU SEBAGAI FILLER TERHADAP KARAKTERISTIK MARSHALL PADA ASPAL AC-WC Rosyad, Farlin; Putri, Della
Ensiklopedia of Journal Vol 6, No 3 (2024): Vol. 6 No. 3 Edisi 1 April 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/eoj.v6i3.2266

Abstract

Asphalt is a thick liquid which is a hydrocarbon compound with small amounts of sulfur, oxygen and chlorine. Asphalt as a binding material for flexible pavement has viscoelastic properties, a combination of elastic and viscous properties. In an effort to add substitutes for fine materials that can be used as ingredients in asphalt mixtures, sugarcane bagasse ash, which is easily obtained, was used in research as an alternative in asphalt mixtures. Based on the Marshall test results, the highest density value variation in terms of density is at a percentage of 3%, amounting to 2.239gr. The stability value is at a percentage of 3% of 1464gr. The flow value is at a percentage of 0.5% of 4. The VIM value is at a normal percentage of 5.04. The VMA value is at a percentage of 0.5% of 16.99. The VFA value is at the 3% percentage of 61.09. The MQ value is in the normal percentage of 517. The Residual Marshall Stability Value is in the 3% percentage of 91.43.Keywords: Bagasse Ash, Asphalt, Marshall
ANALISIS PENGARUH PENAMBAHAN LIMBAH STYROFOAM PADA ASPAL POROS AC-WC TERHADAP STABILITAS DAN KEPADATAN NR Rosyad, Farlin; Barokah, Muhammad
Ensiklopedia of Journal Vol 6, No 3 (2024): Vol. 6 No. 3 Edisi 1 April 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/eoj.v6i3.2298

Abstract

Roads are infrastructure that plays a very important role in the progress of an area which is a link between one region and other regions. In an effort to add fine material substitution materials that can be used as materials in asphalt mixtures, sterosomes that are easily obtained are used in research as an alternative to fine materials in asphalt mixtures. The purpose of this pelnellitian is ulntulk melngarulh from Styrofoam waste telrhadap karaktelristik asphalt by rolling the marshall's pelnguljian. This pelnellitian is rounded by 24 belnda ulji, where the ulji object that rolls added Styrofoam waste as an additional fillelr of 10%, 12%, 14% and 16% each is rounded by 6 belnda ulji. Serve belnda ulji that is not covered with Styrofoam waste and rounded around 3 test objects. While the test belnda that was not given Styrofoam waste was also rounded as many as 3 ulji belnda. The ability to add Styrofoam waste as a fillelr to each ulji belnda is 6% of the total asphalt campulran agrelgat. Conducting telrhadap telrhadap telrikat variable, namely marshall and variable belbas characteristics, namely the addition of Styrofoam Waste as a sulbtitulsi on asphalt (AC-WC). The effect of Styrofoam Waste Prelselntasel as a sulbstitulsi telrhadap Stability and Density, in this case Stability and Density are melted by Marshall Stability The rest of the gap on flelxibility is released by Marshall Qulotielnt, the value of Residual Marshall Stability, in the 10% Styrofoam Waste campulran obtained a value of 91.45%, in the mixture of 12% Styrofoam Waste obtained a value of 92.77%, in a mixture of 14% Styrofoam Waste obtained a value of 93.22%, in the 16% Styrofoam Waste mixture obtained a value of 92.86%, while in Marshall Qulotielnt obtained a value of 356 kg / mm in a mixture of 12% Styrofoam Waste, 371 kg / mm in a mixture of 14% Styrofoam Waste, and 350 kg / mm in a mixture of 16% Styrofoam Waste.Keyword : Sterofoam, Asphalt rubber, AC-WC, Stability, Density
TINJAUAN PELAKSANAAN DINDING PENAHAN TANAH TIPE MECHANICALLY STABILIZED EARTH (MSE) WALL PADA FLY OVER BANTAIAN Tunnisa, Rizki Khoiriah; Rosyad, Farlin
Ensiklopedia of Journal Vol 6, No 3 (2024): Vol. 6 No. 3 Edisi 1 April 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/eoj.v6i3.2289

Abstract

Bridges are the most strategic transportation infrastructure that is useful for connecting one area with another area that is separated by an obstacle. Bridges are also part of land transportation infrastructure which is very vital in traffic flows. Bridges are often a critical component of a road section, because they determine the maximum load of vehicles passing through that road section. The history of bridges is quite old, along with the emergence of communication/transportation relations between humans and between humans and their natural environment. The types and shapes and materials used have changed according to advances in time and technology, starting from very simple ones to sophisticated constructions. One of the developments in Indonesia is located in South Sumatra Province, specifically in Muara Enim Regency, namely the implementation of the Bantaian Fly Over construction. The infrastructure development was built with the aim of smoothing traffic flow where traffic jams often occur at railway crossings. So in this Independent Study activity the author is interested in researching the implementation process with the title Review of the implementation of a mechanically stabilized earth (MSE) type retaining wall on the Bantayan flyover.Keywords:  Implementation of a Mechanically Stabilized Earh (MSE) Wall type retaining wall           
ANALISA PENGEMBANGAN FASILITAS BANDAR UDARA PANGERAN ABDUL HAMID SEKAYU Rosyad, Farlin; Wijaya, Rizky Putra; Firdaus, Firdaus; Irham, Irham
Ensiklopedia of Journal Vol 6, No 3 (2024): Vol. 6 No. 3 Edisi 1 April 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/eoj.v6i3.2271

Abstract

Prince Abdul Hamid Airport is an existing airport built in 2004, located in Musi Banyuasin district. Where the area of this district occupies 15% of the total area of South Sumatra province. The distance from the district capital to the city of Palembang is around ± 112 km or 3-4 hours by land, so the operation of this airport is expected to increase connectivity between regions and reduce travel time. By collaborating with aviation schools, a thorough arrangement and analysis of the needs for airside facilities and landside facilities is needed so that it can function as a flight school training airport. The research sample used was facility inventory data at Pangelran Abdull Hamid Airport. This research carried out qualitative improvements to airborne facilities and ground facilities based on existing estimates of the number of trainer aircraft and land available based on development policies, planning instructions and flight school student forecasts. As for the results of this research, it was found that the need for airside facilities related to the Largest Planned Aircraft, Aerodrome Reference Code (Runway 01-19), Runway Operational Category (Runway 01-19), Runway Dimensions (Runway 01-19), Runway Strip Dimensions (Runway 01-19), RESA (Runway 01-19), TURN PAD ( Runway 01-19), TORA (Runway 01-19), TODA (Runway 01-19), ASDA (Runway 01-19), LDA (Runway 01-19), APRON (Number of Parking Stands, Reserve aircraft, Apro Dimensions) , TAXIWAY (Existing Taxiway A, New Aviation College Taxiway). Then the need for land side facilities is related to the Campus Area, Flying School Terminal, Aircraft Maintenance Hangar, Hangar Support Building and also the PKP-PK Building.Keywords: Airport, Dimensions, Facilities, Aircraft, School
PENINJAUAN PELAKSANAAN PEKERJAAN PILE CAP PADA PROYEK PEMBANGUNAN FLY OVER GELUMBANG RUAS BTS. KAB OGAN ILIR / BTS. KAB MUARA ENIM – BTS. KOTA PRABUMULIH (PROVINSI SUMATERA SELATAN) Oktarian, Alvin; Rosyad, Farlin
Ensiklopedia of Journal Vol 6, No 4 (2024): Vol. 6 No. 4 Edisi 1 Juli 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/eoj.v6i4.2251

Abstract

A pile cap is a structural element used in construction to distribute the load from one or several piles to a wider foundation. The pile cap functions as a load spreader to reduce the pressure received by the foundation and prevent deformation or structural failure. Pile caps are usually made of reinforced concrete and placed at the top of connected piles. Pile cap shapes can vary, including square, rectangular, or circular, depending on the configuration and applied structural loads. Pile caps are also often used to connect and strengthen piles as a whole, thus forming a strong and stable structure. Pile caps are an important component in the construction of buildings, bridges, piers and other structures that use pile foundations.Keywords: Pile cap Foundation, Fly Over construction
ANALISIS SISTEM PENGARUH LALU LINTAS JALAN AKIBAT PEMBANGUNAN FLY OVER KERETA API BANTAIAN KABUPATEN MUARA ENIM Rosyad, Farlin; Firdaus, Firdaus; Yoga Fradana, Muhammad
Ensiklopedia of Journal Vol 6, No 3 (2024): Vol. 6 No. 3 Edisi 1 April 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/eoj.v6i3.2285

Abstract

The railroad crossing in Bantaian causes congestion, therefore it it is necessary to build a flyover in Bantaian. The purpose of this study was analyze the traffic performance of the Muara Enim road before the construction of the fly over was completed. The study used a survey method and road performance analysis based on MKJI 1997. The number of samples taken was 4 days on Monday, Tuesday, Wednesday, and Thursday. The results of the analysis of condition This research uses primary and secondary data. Primary data was obtained by taking traffic data on Monday 28 August 2023 to Thursday 31 August from 09.00 – 12.00 WIB and 12.00 – 18.00 WIB and secondary data in the form of data analysis in this research based on MKJI 1997. Based on the research that has been carried out, conclusions have been drawn. as follows, the highest vehicle volume value was obtained on Monday. The vehicle volume value on that day reached 3377 pcu/hour. Keywords: The results of the analysis of conditions during construction showed that the maximum degree of saturation on Monday morning from Muara Enim towards Prabumulih was 0.4717892 including the level of road service C, the maximum level of saturation on Monday morning from the direction of Prabumulih towards Muara Enim was 0.54 including the level of road service C, which was obtained based on traffic observations regarding the flyover constructionKeywords: mkji, capacity, vehicle flow, degree of saturation, and traffic performance
ANALISIS PENGARUH PENAMBAHAN ABU CANGKANG KELAPA SAWIT TERHADAP FLEXIBILITAS DAN DURABILITAS ASPAL MODIFIKASI AC-BC PG 76 Rosyad, Farlin; Pratama, Deni
Ensiklopedia of Journal Vol 6, No 3 (2024): Vol. 6 No. 3 Edisi 1 April 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/eoj.v6i3.2267

Abstract

Palm oil is one of the largest commodities in Indonesia, especially in the province of South Sumatra and every year its area increases. This has an impact on the large amount of waste produced from the palm oil processing factory itself, the waste in question includes palm oil shells, leftovers from processing palm fruit in palm oil factories. The aim of this research is to find out the effect of adding palm shell ash on the flexibility and durability values of modified asphalt and what is the optimal mixture for AC-BC pavement after adding palm shell ash as an additive which is substituted with stone ash with a percentage variation of 0 %, 4%, 6%, and 8% on AC-BC pavement mixtures. From the results of the Marshall test, it was concluded that as the percentage of palm shell ash increased, the flexibility value increased, with the highest value obtained at a percentage of 8% of palm shell ash with a VMA value of 14.96% (residual Marshall) and VIM of 4.57%. . The durability value obtained for the percentage of 0% palm oil shell ash is 91.98%, the percentage for 4% palm oil shell ash is 92.69%, and for the percentage of 6% palm oil shell ash is 93.25% and for the percentage 8% palm shell ash is 93.29%. From the results of this research, it was found that the value of the influence of the palm oil shell ash mixture on the flexibility and durability values had a positive impact on PG76 modified asphalt, where every percentage of palm oil shell ash still met the standard development specifications.Keywords: At least 3 words and a maximum of 6 words, (first word; second word; third word)
PENGARUH SUBTITUSI LIMBAH BATU BATA PADA MORTAR GEOPOLIMER BERBASIS FLY ASH Harahap, Edwin; Firdaus, Firdaus; Rosyad, Farlin
Ensiklopedia of Journal Vol 6, No 3 (2024): Vol. 6 No. 3 Edisi 1 April 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/eoj.v6i3.2299

Abstract

Geopolymer mortar is an alternative way to reduce brick waste (BB) and fly ash (FA) which can pollute the environment. This geopolymer mortar is made from BB and FA because both of these have pozzolanic properties. In this research the bricks were ground and divided based on their respective variations consisting of 0%, 5%, 10%, 15% and with additional ingredients namely sodium hydroxide, sodium silicate, sand and water as activators. There is a difference between the results of the compressive strength of test objects based on days 7, 14, and 28. Some of the compressive strength using a mixture (bricks) were greater and some were smaller. The addition of brick ash can affect the compressive strength of the mortar by a certain percentage. The highest compressive strength at the age of mortar occurs when 15% brick ash is added. On the 7th day it is higher, namely 15% with an average value of 13 Mpa. At 14 days it is 13.5 Mpa. And on the 28th day with an average value of 15.6 Mpa. Meanwhile, the lowest compressive strength occurred with the addition of 5% brick ash. The lowest compressive strength value with a compressive strength of 10.6 Mpa occurred on the 7th day. On the 14th day, it was 11.4 Mpa, and 15.6 Mpa. at the age of 28 days.Keywords: Bricks,Activator,Fly Ash, Geopolymer
TINJAUAN PELAKSANAAN PEKERJAAN PIER HEAD ABUTMENT 1 PADA PROYEK FLY OVER GELUMBANG Adriansyah Lubis, Rizki; Rosyad, Farlin
Ensiklopedia of Journal Vol 6, No 3 (2024): Vol. 6 No. 3 Edisi 1 April 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/eoj.v6i3.2258

Abstract

Roads are transportation infrastructure capable of providing supporting services in the fields of education, trade, work, etc. As is the case with the Gelumbang railway track, it has a high level of congestion. So there is a need for good traffic management so that it can reduce the risk of accidents that occur while driving. A flyover is a model of a bridge that crosses over a road, whether toll roads, highways or flyovers, is an important means that supports human life and its activities are also a benchmark in the development of a region or even a country. According to Law Number 38 of 2004, roads as part of transportation infrastructure have an important role in the economic, socio-cultural, environmental, political, defense and security fields, and are used for the greatest prosperity of the people. One of the upper structures on a flyover is a pier head which functions as a foundation for the abutment head between the abutments or abutments and to distribute the working load to the abutments and bridge pillars.Keywords: Implementation of pier head work. 
Co-Authors Achmad Syarifudin, Achmad Aditia, M. Adriansyah Lubis, Rizki Afrindo, Gaga Akbari, Ilham Alhafidz, Muhammad Andini, Novi Tri Anggi Anggraini, Anggi Anggraeni, Marisa Aprizal, Ical Ayuningtia, Noventa Wijaya Aziz, Mohamad Abdul Barokah, Muhammad Dedi Pramono Diki Bahrih, Mohamad Rezeki Dwi Yanti Eka Putri, Eprilia Erwinsyah Erwinsyah Fajri, Bagus Fatoni, Fatoni Filliandi, Ahmad Alpa Firdaus Firdaus Gamara, M. Rizky Rewa Gunawan, Hizkia H. Mukran Roni, H. Mukran Harahap, Edwin Hutami, Peni intan permata sari Irham Irham Jemakmun, Jemakmun Kalsum, Fhelvia Umi Lubis, Rizki Adriansyah Maharani, Pratiwi Meria, Desi Monica, Gita Farera Muhammad Amin Mulyati, Ely Muntaha, Moh. Khoirul Nugraha, Ivan x Oki Putra, Ananda Oktarian, Alvin Paramitha IS, Nina Permata, Sindi Prabowo, Joan Prasetyo, Juwanda Pratama, Deni Prawijaya, Muhammad Tarish Prawira, Wanda Yudha Putra, Ananda Oki Putri, Della Raihan, M. Rama Dwi Gantara, M. Merdi Rusmanto Ramadan, Virgia Renzi Ramadhan, Kiagus Ahmad Wildan Rianto, Islamiati Riduan, M. Rizki Hidayat, M. Noor Rusedky, Muhammad Salsabila, Ranti Saputra, Ksatria Sari, Anggi Purnama Sari, Diah Novita Sary, Diea Destha Sidiq, Abdi Rachman Sugema, Muarif Suhendra, Alda Beby Syarifuddin, Achmad Tamsir Ariyadi Tunnisa, Rizki Khoiriah Wahab, Wahyuni Wianto, M. Arpando Eko Wijaya, Rizky Putra Winata, Wiyeo Yoga Fradana, Muhammad Yudanto, Galuh