scholarly journals KARAKTERISTIK MARSHALL CAMPURAN HOT ROLLED SHEET WEARING COURSE MENGGUNAKAN BAHAN TAMBAH PLASTIK BEKAS JENIS POLYETHYLENE TEREPHTHALATE

2020 ◽  
Vol 19 (3) ◽  
pp. 179-186
Author(s):  
Yusrizal Yahya ◽  
Desriantomy . ◽  
Robby .
Keyword(s):  
Polyethylene Terephthalate ◽  
Optimum Parameter ◽  
Asphalt Mixture ◽  
Rolled Sheet ◽  
Asphalt Content ◽  
Hot Rolled ◽  
Plastic Content ◽  
Mixture Value

Abstract This study was conducted to determine the benefits of the use of polyethylene terephthalate used plastic as additives in hot asphalt mixture Hot Rolled Sheet Wearing Course. Marshall testing was carried out on specimens using polyethylene terephthalate plastic additives, with variations in the ingredients added 2%, 4%, 6%, 8%, and 10% to the weight of asphalt on specimens with Optimum Asphalt Content. Marshall parameters of test specimens generally meet the existing specifications, except the Void In Mixture value for specimens with plastic content of 8% and 10%. The optimum plastic content obtained from this study is 7.80%. Keywords: asphalt mixture, hot rolled sheet, Marshall parameters, polyethylene terephthalate  Abstrak Studi ini dilakukan untuk mengetahui manfaat penggunaan plastik bekas jenis Polyethylene Terephthalate sebagai bahan tambah pada campuran beraspal panas jenis Hot Rolled Sheet Wearing Course. Pengujian Marshall dilakukan terhadap benda-benda uji yang menggunakan bahan tambah plastik jenis Polyethylene Terephthalate, dengan variasi bahan tambah 2%, 4%, 6%, 8%, dan 10% terhadap berat aspal pada benda uji dengan Kadar Aspal Optimum. Parameter Marshall benda-benda uji umumnya memenuhi spesifikasi yang ada, kecuali nilai Void In Mixture untuk benda-benda uji dengan kadar plastik 8% dan 10%. Kadar plastik optimum yang diperoleh dari studi ini adalah 7,80%. Kata-kata kunci: campuran beraspal, hot rolled sheet, parameter Marshall, polyethylene terephthalate

scholarly journals STUDI PENCAMPURAN SERAT ECENG GONDOK SISTEM HOT ROLLED SHEET BC SPESIFIKASI SEKSI-6 : 2010 BINA MARGA

Jurnal CIVILA ◽  
2018 ◽  
Vol 3 (2) ◽  
pp. 146
Author(s):  
Heru Prasetyo ◽  
Samsul Arif
Keyword(s):  
Water Hyacinth ◽  
Asphalt Mixture ◽  
Cellulose Fiber ◽  
Rolled Sheet ◽  
Asphalt Content ◽  
Trial And Error Method ◽  
Pavement Construction ◽  
Marshall Stability ◽  
Hot Rolled ◽  
Error Method

HRS-BC (Hot Roller Sheet) is a type of flexible pavement construction because it uses asphalt as a binder between the aggregates. This study uses water hyacinth as a substitute for cellulose fiber in the mixture of HRS-BC. The purpose of this study is to determine the effect of water hyacinth cellulose fiber in HRS mixture to the Marshall characteristics. This research uses trial and error method, resulting 7.19 % asphalt content to the total aggregate weight with the variation of cellulose fibers are 3%, 4%, 5%, 6% and 7%. Marshall Test is performed to determine the effect of adding the cellulose fiber in the mixture to the components of Marshall Properties, for example Marshall Stability, % of Void Filed With Asphalt (VFWA), % of Void in The Mix (VIM), Plastic Fatigue (Flow), and Marshall Quotient (MQ).The result of this study is Marshall evaluation where the greatest score is obtained for stability of 1601 kg, flow of 4.60 mm, Quotient Marshall of 375.44 kg/mm, VMA of 20.45%, VFWA of 86.79 %, and VIM score of 4.19 %. It shows that the best cellulose fiber content is 3 % of asphalt level of 7,19 % and has been in accordance with Bina Marga 2010 Division 6 specification and can be used in asphalt mixture of HRS-BC.

scholarly journals UJI DURABILITAS CAMPURAN AC-WC MENGGUNAKAN KOMBINASI LIMBAH PLASTIK DAN ABU SERABUT KELAPA SEBAGAI FILLER

2018 ◽  
Vol 1 (3) ◽  
pp. 679-688
Author(s):  
Ondriani Ondriani ◽  
Sofyan M. Saleh ◽  
Muhammad Isya
Keyword(s):  
Fly Ash ◽  
Polyethylene Terephthalate ◽  
Asphalt Concrete ◽  
Asphalt Mixture ◽  
Plastic Waste ◽  
Coconut Fiber ◽  
Additional Material ◽  
Study Results ◽  
Asphalt Content ◽  
Strength And Durability

Abstract: The cause of damage and strength reductionon highway flexible pavement isthe low strength and durability on the wear layer. To cope withthis problem, it is necessary to add some particular additivethat can increase the asphalt concrete performance. One of the additional material that can be used are plastic. Stone ash, cement and fly ash has been commonly used as a filler in asphalt mixture. But these kind of filler was hard to get and the price were relatively expensive. The coconut fiber ash wich has a specific grafity greater than asphalt is expected to be one alternative. This research aims to determine the influence of plastic wastecombination substitution into the asphalt pen. 60/70 and the use of coconut fiber ash as filler on AC-WC mixture performance. The plastic used in this research is polyethylene terephthalate, polypropylene and polystyrene. The early stages of this research is to find the optimum asphalt content (OAC). After OAC obtained, then the specimens were mixed without and with the combination substitution of plastic waste as much as 2.7%; 4.7%; 6.7% against the weight of  asphalt on OAC + 0.5% with and without the coconut fiber ash as a filler. The study results showed the use of plastic waste combination and the coconut fiber ash can not improve the durability value. The highest value of durability obtained at 4.7% combination substitution of plastic waste, it was 77.53%, While the lowest was in substitution of 6.7% plastic waste combination with 38.27% coconut fiber  ash as a filler. The duration value of AC-WC mixture with plastic waste combination substitution and the use of coconut fiber ash filler did not meet the requirement that is 90%.Abstrak: Penyebab kerusakan dan penurunan kekuatan perkerasan lentur jalan raya adalah rendahnya kekuatan dan keawetan di dalam lapisan aus. Untuk menanggulangi hal ini dibutuhkan suatu bahan tambah yang dapat meningkatkan lapis aspal beton. Salah satu bahan tambah yang dapat di gunakan adalah plastik. Abu batu, semen dan fly ash sudah biasa digunakan sebagai filler dalam campuran aspal. Tetapi, jenis filler tersebut susah didapatkan dan harganya relatif mahal. Abu serabut kelapa yang memiliki berat jenis lebih besar dari aspal, diharapkan dapat menjadi alternatifnya. Penelitian ini bertujuan untuk mengetahui nilai durabilitas campuran AC-WC menggunakan kombinasi limbah plastik dan abu serabut kelapa. Plastik yang digunakan pada penelitian ini adalah Polyethylene Terephthalate, Polypropylenedan Polystyrene. Tahap awal penelitian ini adalah mencari kadar aspal optimum (KAO). Setelah KAO didapat kemudian dilakukan pembuatan benda uji tanpa dan dengan substitusi kombinasi limbah plastik sebesar 2,7%; 4,7%; 6;7% terhadap berat aspal pada KAO + 0,5% tanpa dan dengan abu serabut kelapa sebagai filler. Hasil penelitian menunjukkan penggunaan kombinasi limbah plastik tidak dapat meningkatkan nilai durabilitas. Nilai durabilitas tertinggi didapat pada substitusi kombinasi limbah plastik 4,7% yaitu 77,53% sedangkan yang terendah terdapat pada subtitusi kombinasi limbah plastik 6,7% dengan filler abu serabut kelapa yaitu 38,27%. Nilai Durabilitas campuran AC-WC dengan substitusi kombinasi limbah plastik   dan penggunaan abu serabut kelapa sebagai filler tidak memenuhi syarat yaitu 90%.

scholarly journals Study on Structural Performance of Asphalt Concrete and Hot Rolled Sheet Through Viscoelastic Characterization

Materials ◽  
2020 ◽  
Vol 13 (5) ◽  
pp. 1133 ◽  
Author(s):  
Senja Rum Harnaeni ◽  
Florentina Pungky Pramesti ◽  
Arif Budiarto ◽  
Ary Setyawan ◽  
Muhammad Imran Khan ◽  
...  
Keyword(s):  
Phase Angle ◽  
Asphalt Concrete ◽  
Dynamic Modulus ◽  
Asphalt Mixture ◽  
Reference Temperature ◽  
Rolled Sheet ◽  
Loading Frequency ◽  
Master Curves ◽  
Viscoelastic Parameters ◽  
Hot Rolled

The aim of this study is to assess the viscoelastic parameters (i.e., phase angle and dynamic modulus) of asphalt concrete-wearing course (AC-WC) and hot rolled sheet-wearing course (HRS-WC) mixtures obtained from the dynamic modulus test. This study was accomplished in four stages: determining optimum asphalt content using Marshall mix design procedure, stability and flow parameters from Marshall test, viscoelastic parameters from dynamic modulus testing and finally the generation of dynamic modulus master curves at a reference temperature of 25 °C. The results showed that at the same temperature, the dynamic modulus of AC-WC and HRS-WC mixtures tended to increase with escalating the loading frequency, while dynamic modulus decreases with an increase in the test temperature at constant loading frequency. Furthermore, the dynamic modulus of the AC-WC mixture was recorded as 100% higher than the HRS-WC asphalt mixture. The phase angle, however, showed contradictory behavior with that shown in dynamic modulus. The phase angle of the AC-WC mixture and HRS-WC asphalt mixture showed almost the same behavior. Similarly, the dynamic modulus master curves of AC-WC and HRS-WC asphalt mixtures can be used to predict the dynamic modulus at the frequency range of 0.01 to 10 Hz and a reference temperature of 25 °C. The results were also used to evaluate the rutting and fatigue performance of AC-WC and HRS-WC.

Properties of Sand Sheet Asphalt Mixture Incorporating Waste Plastic

2015 ◽  
Vol 776 ◽  
pp. 9-16
Author(s):  
I. Nyoman Arya Thanaya ◽  
I. Gusti Raka Purbanto ◽  
I.G. Wikarga
Keyword(s):  
Asphalt Mixture ◽  
Mineral Aggregate ◽  
Waste Plastic ◽  
Road Pavement ◽  
Asphalt Content ◽  
Sand Sheet ◽  
The Stability ◽  
Plastic Content ◽  
Waste Polypropylene

Construction of road pavement requires large amount of materials. Effort to incorporate secondary or lower quality materials had been done. This is particularly attractive for constructing lower trafficked road. Within this experiments waste polypropylene (PP) plastic was used as partial aggregate substitute in sand sheet asphalt mixture, with objective to evaluate its properties. The amount of plastic used was 10%, 20%, and 30%. The aggregate and plastic were proportioned. The aggregate were heated to around 155-160 °C, then pre-melted asphalt and the waste plastic were added then re-mixed until the asphalt evenly coat the materials. The mixture was compacted at 2x50 Marshall blows. It was found that at 8.5% optimum asphalt content, and at all range of plastic content the stability was 277.41-283.49 kg (> 200kg), Void in Mixture within range (3-6%), Void in Mineral Aggregate >20% and Void Filled with Bitumen >75%, all met the Indonesian specification. However the flows were > max 3mm and Marshall Quotient < min 80 kg/mm (did not specification). When incorporating plastic, only limited amount of plastic (less than 10%) can be incorporated to meet the specification.

scholarly journals UJI DURABILITAS CAMPURAN AC-WC MENGGUNAKAN KOMBINASI LIMBAH PLASTIK DAN ABU CANGKANG KELAPA SAWIT

2018 ◽  
Vol 1 (3) ◽  
pp. 725-736
Author(s):  
Roni Agusmaniza ◽  
Sofyan M. Saleh ◽  
Renni Anggraini
Keyword(s):  
Fly Ash ◽  
Polyethylene Terephthalate ◽  
Palm Oil ◽  
Asphalt Concrete ◽  
Asphalt Mixture ◽  
Plastic Waste ◽  
Additional Material ◽  
Study Results ◽  
Asphalt Content ◽  
Strength And Durability

Abstract: The cause of damage and strength reduction on highway flexible pavement is the low strength and durability on the wear layer. To cope with this problem, it is necessary to add some particular additive that can increase the asphalt concrete performance. One of the additional material that can be used are plastic. Stone ash, cement and fly ash has been commonly used as a filler in asphalt mixture. But these kind of filler was hard to get and the price were relatively expensive. The palm oil shell ash wich has a specific grafity greater than asphalt is expected to be one alternative. This research aims to determine the influence of plastic waste combination substitution into the asphalt pen. 60/70 and the use of palm oil shell ash as filler on AC-WC mixture performance. The plastic used in this research is polyethylene terephthalate, polypropylene and polystyrene. The early stages of this research is to find the optimum asphalt content (OAC). After OAC obtained, then the specimens were mixed without and with the combination substitution of plastic waste as much as 2.7%; 4.7%; 6.7% against the weight of  asphalt on OAC + 0.5% with and without the palm oil shell ash as a filler. The study results showed the use of plastic waste combination and the palm oil shell ash can improve the durability value. The highest value of durability obtained at 6.7% combination substitution of plastic waste, it was 111.36%, while the lowest value which found on the use of palm oil shells ash filler was 83.61%. The durability value of AC-WC mixture with and without plastic waste combination substitution had met the requirement, those were 90%, while the use of palm oil shells ash as filler does not meet the requirements.Abstrak: Penyebab kerusakan dan penurunan kekuatan perkerasan lentur jalan raya adalah rendahnya kekuatan dan keawetan di dalam lapisan aus. Untuk menanggulangi hal ini dibutuhkan suatu bahan tambah yang dapat meningkatkan lapis aspal beton. Salah satu bahan tambah yang dapat di gunakan adalah plastik. Abu batu, semen dan fly ash sudah biasa digunakan sebagai filler dalam campuran aspal. Tetapi, jenis filler tersebut susah didapatkan dan harganya relatif mahal. Abu cangkang kelapa sawit yang memiliki berat jenis lebih besar dari aspal, diharapkan dapat menjadi alternatifnya. Penelitian ini bertujuan untuk mengetahui nilai durabilitas campuran AC-WC menggunakan kombinasi limbah plastik dan abu cangkang kelapa sawit. Plastik yang digunakan pada penelitian ini adalah Polyethylene Terephthalate, Polypropylene dan Polystyrene. Tahap awal penelitian ini adalah mencari kadar aspal optimum (KAO). Setelah KAO didapat kemudian dilakukan pembuatan benda uji tanpa dan dengan substitusi kombinasi limbah plastik sebesar 2,7%; 4,7%; 6;7% terhadap berat aspal pada KAO + 0,5% tanpa dan dengan abu cangkang kelapa sawit sebagai filler. Hasil penelitian menunjukkan penggunaan kombinasi limbah plastik dapat meningkatkan nilai durabilitas. Nilai durabilitas tertinggi didapat pada substitusi kombinasi limbah plastik 6,7% yaitu 111,36% sedangkan yang terendah terdapat pada penggunaan filler abu cangkang kelapa sawit yaitu 83.61%. Nilai Durabilitas campuran AC-WC tanpa dan dengan substitusi kombinasi limbah plastik memenuhi syarat yaitu 90%, sedangkan penggunaan abu cangkang kelapa sawit sebagai filler tidak memenuhi persyaratan.

scholarly journals DURABILITAS CAMPURAN HOT ROLLED SHEET-WEARING COURSE (HRS-WC) AKIBAT RENDAMAN MENERUS DAN BERKALA AIR ROB

2019 ◽  
Vol 1 (2) ◽  
pp. 141-154
Author(s):  
Nahyo Nahyo ◽  
Sudarno Sudarno ◽  
Bagus Hario Setiadji
Keyword(s):  
Asphalt Concrete ◽  
Asphalt Mixture ◽  
Coastal Areas ◽  
Rolled Sheet ◽  
Concrete Mixtures ◽  
Tidal Water ◽  
Durability Index ◽  
Hot Rolled ◽  
Laboratory Water ◽  
Durability Performance

Tide phenomenon that often occurs in the coastal areas of Indonesia resulted in flooding, which is called the tidal flood. A tidal flood overflow phenomenon of sea water inland. Often some of the roads located in coastal areas are flooded by tidal flood and often causing some damages to the road. Therefore it is necessary to investigate the effect caused by tidal inundation or water bath for asphalt pavement.This research aims to know the durability performance of asphalt concrete mixtures with marinade modification Marshall. The study was conducted with two standard methods of soaking in tidal water and laboratory. Water Immersion method is made by soaking continuous (continuous) and periodic (intermittent). Soaking the specimen in water tidal variation within 6 hours; 12 hours; 24 hours; 48 hours; and 72 hours. While the periodic immersion done by soaking the specimen for 12 hours, then removed during the next 12 hours during 3-days. To view the durability performance of asphalt concrete mixtures used indicator Index of Retained Stability (IRS), Stability Deformation Index, namely First Durability Index (IDP), and the Second Durability Index (IDK).The results showed that continuous immersion damage effects mix quicker on asphalt mixtures than regular immersion. Tidal water used to soak the asphalt mixture Hot Rolled Sheet-Wearing Course (HRS-WC) either continuous or periodic method, has a greater influence than the use of laboratory water. It is shown by the value of the durability of asphalt mixture soaked-tidal water smaller than water-soaked asphalt mixture laboratory standards.

scholarly journals Studi Pemanfaatan Abu Tanah Liat Bakar Asal Gunung Sarik Padang Sebagai Filler Pada Campuran Hot Rolled Sheet (HRS) – WC

2014 ◽  
Vol 9 (2) ◽  
pp. 23
Author(s):  
Fauna Adibroto
Keyword(s):  
Clay Mineral ◽  
Rolled Sheet ◽  
Improve Performance ◽  
Stiffness Modulus ◽  
Road Pavement ◽  
Asphalt Content ◽  
Hot Rolled ◽  
Economic Construction ◽  
The Impact ◽  
Modification Of Materials

Together with advancement in transportation technology, there is a need to study current technology on transportation. Various research have been conducted on pavement to achieve a strong, durable, and economic construction. One of the constructions is Hot Rolled Sheet – Wearing Course (HRS-WC) or widely known as thin concrete asphaltic layer. Concrete asphalt is a flexible pavement with high structural strength and widely used in Indonesia as road pavement. Therefore the characteristic of the mixture is highly affected by type and percentage of filler in the mixture. In the last two decades, design methods are developed based on analytical method which require stiffness modulus and structural values of the material. During this period many research have been conducted on the methods to improve performance of asphaltic concrete by modification of materials as well as material substitution.The main objective of this study is to evaluate the impact of substitution of standard filler of HRS-WC with clay mineral from Gunung Sarik, Padang, on Marshall properties parameters such as stability, density, VIM, VMA, VFB, flow, and MQ. This aim is achieved by analyzing Marshall properties of the mixtures.Our study shows that the substitution of standard filler with clay mineral from Gunung Sarik with variations from 25%, 50%, 75%, and 100% has no significant impact on optimum asphalt content and other Marshall properties such as Density, VIM, VMA, and Flow. These values do not vary from mixtures using standard filler.

scholarly journals SUBSTITUSI FILLER DENGAN LIMBAH KARBIT TERHADAP CAMPURAN ASPAL PANAS HOT ROLLED SHEET – BASE COURSE (HRS-BC)

2021 ◽  
Vol 4 (3) ◽  
pp. 519
Author(s):  
Putri Devi Pratiwi ◽  
Dwi Kartikasari
Keyword(s):  
Binding Energy ◽  
Asphalt Concrete ◽  
Research Method ◽  
Asphalt Mixture ◽  
Asphalt Mixtures ◽  
Rolled Sheet ◽  
Composition Variation ◽  
Marshall Test ◽  
Base Course ◽  
Hot Rolled

In hot asphalt mixtures, fillers are used, fillers are used as fillers between coarser aggregate particles, fillers also function to increase the binding energy (cohesion) of asphalt concrete. This study uses waste carbide as an alternative to filler in the HRS-BC asphalt mixture, this study aims to determine the results of the Marshall test, namely stability, VFWA, VMA, VIM, Flow, and MQ. This research uses experimental research method. Composition Variation The substitution of carbide waste used is 0%, 40%, 50%, and 60% of the weight of the filler. The results of the study obtained a mixture of 0% carbide waste with stability values of 871.13 kg, VFWA 75.18 kg, VMA 22.55 kg, VIM 7.01 kg, flow 3.80 mm, MQ 229.29. variation 40% stability value is 629.20 kg, VFWA 65.69 kg, VMA 25.09 kg, VIM 10.05 kg, flow 2.85 mm, MQ 226.52. variation of 50% stability value is 1011.76 kg, VFWA 72.75 kg, VMA 23.15 kg, VIM 7.72 kg, flow 2.50 mm, MQ 410.00. variation of 60% stability value is 1291.26 kg, VFWA 71.67 kg, VMA 23.41 kg, VIM 8.04 kg, flow 2.30 mm, MQ value 562.35. from the results of the study it can be concluded that the use of carbide waste at a variation of 60% is the most effective mixture according to the General Specifications Division 6: 2016 Asphalt Pavement.ABSTRAKDalam campuran aspal panas digunakan bahan pengisi filler,Filler digunakan sebagai bahan pengisi antar partikel agregat yang lebih kasar,filler juga berfungsi meningkatkan energi ikat (kohesi) pada aspal beton. penelitian ini menggunakan limbah karbit sebagai alternatif pengganti filler pada campuran aspal HRS-BC, penelitian ini bertujuan untuk mengetahui hasil pengujian marshall test yaitu stabilitas,VFWA,VMA,VIM,Flow,dan MQ. Penelitian ini menggunakan metode penelitian Eksperimen. Komposisi Variasi Substitusi limbah karbit yang digunakan sebesar 0%, 40%, 50%, dan 60% dari berat filler. hasil penelitian didapatkan campuran limbah karbit variasi 0% nilai stabilitas sebesar 871,13 kg, VFWA 75,18 kg, VMA 22,55 kg, VIM 7,01 kg, flow 3,80 mm, MQ 229,29. variasi 40% nilai stabilitas sebesar 629,20 kg, VFWA 65,69 kg, VMA 25,09 kg, VIM 10,05 kg, flow 2,85 mm, MQ 226,52. variasi 50% nilai stabilitas sebesar 1011,76 kg, VFWA 72,75 kg, VMA 23,15 kg, VIM 7,72 kg, flow 2,50 mm, MQ 410,00. variasi 60% nilai stabilitas sebesar 1291,26 kg, VFWA 71,67 kg, VMA 23,41 kg, VIM 8,04 kg, flow 2,30 mm, nilai MQ 562,35. dari hasil penelitian dapat disimpulkan bahwa penggunaan limbah karbit pada variasi 60% adalah campuran yang paling efektif sesuai Spesifikasi Spesifikasi Umum Divisi 6 : 2016 Perkerasan Aspal.

Utilization of Dacite as Alternative Aggregate in Asphalt Mixture

2012 ◽  
Vol 509 ◽  
pp. 209-214
Author(s):  
Shao Peng Wu ◽  
Pan Pan ◽  
Ming Yu Chen
Keyword(s):  
Asphalt Mixture ◽  
Asphalt Mixtures ◽  
Major Objective ◽  
Widespread Application ◽  
Bending Tests ◽  
Three Point Bending ◽  
Large Numbers ◽  
Asphalt Content ◽  
The Cost ◽  
Cost Of Construction

With the widespread application of asphalt mixture, current demand from transportation managers for construction and maintenance of their pavement network consumes large numbers of aggregates. If agencies excessively favor to some certain kinds of excellent aggregates, the cost of construction could be considerably expensive. The major objective of this study is to determine the feasibility of utilizing dacite in asphalt mixtures. By means of Marshall, freeze-thaw, rutting and three-point bending tests, the performances of dacite and basalt asphalt mixture are compared. The results of the testing illustrate that dacite asphalt mixture is more susceptible to gradation and asphalt content than basalt asphalt mixture. Meanwhile it is showed that the performances of dacite asphalt mixture can be improved greatly with the involvement of additives including active mineral powder and cement. Furthermore, it is validated that dacite can be used as alternative aggregate in asphalt mixture.

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