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Abstrak :
Plastik merupakan senyawa polimer hidrokarbon petrokimia yang memiliki nilai tambah dan densitas energi yang tinggi. Namun plastik yang tidak diolah dengan baik menyebabkan berbagai pencemaran lingkungan. Maka proses konversi plastik menjadi bahan kimia dengan nilai tambah melalui perengkahan dengan metode katalitik pirolisis dikembangkan. Dalam penelitian ini dilakukan sintesis zeolit H/ZSM-5 dengan metode hidrotermal dan Low Temperature Synthesis (LTS) yang selanjutnya dikarakterisasi menggunakan XRD, FTIR, SEM, BET dan TGA. Kemudian dilakukan perengkahan pada plastik jenis Low Density Polyethylene (LDPE) dengan teknik thermalgravimetrik dengan rasio campuran antara LDPE dan Katalis (9:1). Didapatkan hasil yang diurutkan sesuai performa H/ZSM-5 H2 (∆T50 = 20.46oC) > H/ZSM-5 H1 (∆T50 = 20.26oC) > H/ZSM-5 M (∆T50 = 16.55oC) . Energi aktivasi didapatkan dengan menggunakan persamaan Arrhenius dan Coats-Redfern dengan orde reaksi sama dengan satu. Didapatkan energi aktivasi untuk H/ZSM-5 H2 209 kJ/mol, H/ZSM-5 H1 271 kJ/mol, dan H/ZSM-5 M 277 kJ/mol.

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Plastic is a petrochemical hydrocarbon polymer compound that has a high added value and high energy density. However, plastic that is not treated properly causes a variety of environmental pollution. Then the process of converting plastics into chemicals with added value through cracking with the pyrolysis catalytic method was developed. In this research, the synthesis of zeolite H / ZSM-5 using the hydrothermal method and Low Temperature Synthesis (LTS) was then characterized using XRD, FTIR, SEM, BET and TGA. . Then cracking is done on plastic type Low Density Polyethylene (LDPE) with thermalgravimetric technique with a mixture ratio between LDPE and catalyst (9: 1). The results are sorted according to performance H / ZSM-5 H2 (∆T50 = 20.46oC) > H / ZSM-5 H1 (∆T50 = 20.26oC)> H / ZSM-5 M (∆T50 = 16.55oC). The activation energy is obtained using the Arrhenius and Coats-Redfern equations with a reaction order equal to one. Activation energy obtained for H/ZSM-5 H2 209 kJ / mol, H /ZSM-5 H1 271 kJ / mol, and H/ZSM-5 H1 277 kJ / mol.

Abstrak :

Eksperimen dalam menggunakan kembali botol PET sebagai bahan bangunan telah banyak dilakukan, di antaranya adalah kuat tekan botol PET sebagai bata dinding eksterior (Mansour, et.al., 2015); konsumsi energi botol PET sebagai insulasi atap (Racolta, et.al., 2016); kuat tekan dan kuat lentur botol PET sebagai dinding interior (Santana, 2016); dan kuat tekan botol PET sebagai dinding dan slab (Oyinlola, et.al., 2018).

Paper ini membahas mengenai hasil eksperimen dari kuat tekan dan kuat lentur rangkaian botol PET sebagai panel lantai struktural. Rangkaian botol PET akan dieksplorasi dari aspek posisi, pengikat, pola susunan, pengisi, ukuran, dan posisi tumpuan.

Hasil eksperimen menunjukkan bahwa rangkaian botol PET lebih baik dibanding posisi, pengikat, dan pengisi lainnya. Kemudian rangkaian botol PET dengan pola dimana lebih banyak botol menghadap bawah memiliki kuat tekan lebih baik sementara rangkaian botol PET dengan pola dimana lebih banyak botol menghadap atas memiliki kuat lentur terbaik dibanding pola susunan lainnya. Sementara itu, semakin kecil ukuran dan semakin banyak penumpu rangkaian botol PET, semakin besar kuat lenturnya.

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There have been many experiments regarding reusing plastic bottles, especially polyethylene (PET) as building materials. Some of them are experimenting about their compressive strength as exterior wall bricks (Mansour, et.al., 2015); their energy consumption as roof insulations (Racolta, et.al., 2016); their compressive and flexural strength as interior wall (Santana, 2016); and their compressive strength as walls and slabs (Oyinlola, et.al., 2018).

This paper discusses the compressive strength and the flexural strength of PET bottles as structural floor panels. The position, binder, pattern, filler, size, and support of the PET bottles panel will be explored in order to reach the optimum combination of compressive and flexural strength.

Experimental result shows that PET bottles panel with upright position, sealant binder and sand filler has better compressive strength and flexural strength compared to other position, binders and fillers. It also shows that the panels with more bottles face downwards have better compressive strength than other patterns, while panels with more bottles face upwards have better flexural strength than other patterns. On the other hand, the panel with smaller size and higher amount of support shows better flexural strength.

Abstrak :
Reclaimed Asphalt Pavement (RAP) merupakan limbah perkerasan lentur yang telah rusak ataupun telah habis umur layannya. Di dalam RAP masih terdapat aspal dan agregat sehingga RAP dapat digunakan kembali sebagai campuran aspal baru. Namun, dalam pemanfaatan RAP diperlukan suatu bahan peremaja maupun bahan substitusi lainnya untuk memperbaiki dan meningkatkan kualitas RAP yang telah mengalami penurunan akibat penghamparan selama masa layannya. Penelitian ini dilakukan dengan menggunakan material RAP sebagai bahan daur ulang aspal dan bertujuan untuk menyelidiki pengaruh oli bekas sebagai bahan peremaja serta pengaruh limbah plastik LDPE sebagai material substitusi untuk meningkatkan ketahanan campuran dalam menahan deformasi. Penggunaan oli bekas 9% terhadap bitumen RAP mampu meningkatkan penetrasi bitumen sehingga memenuhi persyaratan untuk aspal penetrasi 60/70. Variasi limbah plastik LDPE yang digunakan adalah 5%, 6%, dan 8% dari berat aspal total. Pengaruh plastik dari hasil pengujian marshall menunjukkan penurunan stabilitas akibat limbah plastik yang belum meleleh pada suhu pencampuran (154°C) sehingga meningkatkan kebutuhan selimut aspal. Dari hasil pengujian marshall dan perbandingan variasi kadar plastik, dipilih kadar plastik terbaik 6% dari berat total aspal. Penelitian lebih lanjut untuk mengetahui laju deformasi dan stabilitas dinamis campuran dilakukan pengujian Wheel Tracking Machine (WTM) pada suhu 26°C, 35°C, 45°C dan 60°C. Dari hasil penelitian, penggunaan limbah plastik mempengaruhi kekakuan campuran yang ditunjukkan dengan nilai consolidated deformation (d0) yang lebih rendah. Selain itu, plastik juga mampu meningkatkan interlocking antar agregat sehingga meningkatkan stabilitas dinamis campuran dan menurunkan laju deformasi. ......Reclaimed Asphalt Pavement (RAP) is pavement waste that has been damaged or has exhausted its service life. In the RAP there is still asphalt and aggregate so RAP can be reused as a new asphalt mixture, but its need a rejuvenating agent or other substiture material to improve the quality RAP. This research was conducted using RAP material as asphalt recycling and investigating the effect of used waste engine oil as RAP rejuvenator and the effect of LDPE plastic waste in resisting deformation. The use of 9% oil engine waste for RAP bitumen is able to increase penetration and reduce the softening point of bitumen RAP so that it meets the requirements for 60/70 penetration asphalt. The variations of LDPE plastic waste used are 5%, 6%, and 8% the total asphalt weight. The effect of plastics on the RAP mixture shows a decrease in stability due to the plastic waste that does not melt at the mixing temperature (154°C) and this increases the need for asphalt blankets. From the results of the Marshall test and the comparison of variations in plastic content, the best plastic content is 6% of the total asphalt weight selected. Further tests to determine the rate of deformation and dynamics stability were carried out by Wheel Tracking Machine (WTM) test at temperatures of 26°C, 35°C, 45°C, and 60°C. From the results, the plastic waste mixture has better deformation resistance because plastic affects the stiffness of the mixture seen from the consolidated deformation (d0) which is greater than the mixture without plastic at any temperature variation. In addition, plastics can increase interlocking between aggregates so increase dynamic stability and decrease rate of deformation.

Abstrak :
The increasing amount of plastic waste often creates chronic problems to the environment. Many efforts have been made to reduce, as well as to reuse, the plastic waste. This study investigated the use of pyrolysis of plastic waste to produce fuel oil. Plastic carrier bags, considered a low-density polyethylene (LDPE), were used as feed material. A commercial natural zeolite was used as a catalyst to enhance the oil conversion. Approximately one kilogram of plastic waste was loaded into the reactor chamber and pyrolyzed. The reactor unit was equipped with an electrical heater, a temperature controller, a condenser, and a flare system. The pyrolysis process was conducted in the temperature range of 300?450°C. The experiments were ended after an hour, the time recorded from the emergence of the flare flame. The oil product was collected from the bottom of the condenser, and its volume was measured. The physical properties of oil, such as specific gravity, kinematic viscosity, gross heating value, flash point, and water content, were evaluated and compared to those of other commercial fuels. The experimental results demonstrated that the optimum temperature for pyrolysis of plastic waste was 350°C. At this temperature, the oil yield obtained was 52.6% (vol/w). In addition, the physical properties analysis results showed that the oil product’s properties were relatively closer to those of kerosene than to those of other commercial fuels.

Abstrak :
Limbah aspal reclaimed asphalt pavement (RAP) merupakan hasil dari pengerukan jalan aspal tersebut sudah tidak bisa digunakan, selain hal tersebut terdapat limbah sampah plastik juga merupakan salah satu limbah yang sulit diuraikan. Limbah reclaimed asphalt pavement (RAP) dan plastik merupakan limbah yang masih bisa didaur ulang, untuk penggunaan material perkerasan. Maka dari itu di dalam penelitian ini memiliki tujuan yaitu untuk melihat hasil modifikasi aspal berdasarkan nilai kekuatan sisa (IKS) dari stabilitas hasil pengujian sampel aspal modifikasi hasil pencampuran aspal murni penetrasi 60/70 dengan reclaimed asphalt pavement (RAP) beserta plastik LDPE. Penelitian ini diawali dengan pembuatan benda uji dengan spesifikasi ACWC, yang dilakukan pengujian marshall standard untuk mendapatkan nilai Kadar Aspal Optimum (KAO). Dengan penambahan aspal pen 60/70 dengan variasi kadar 5.5%, 6%, 6.5%, 7%, dan 7.5% ke dalam campuran aspal modifikasi RAP, sebelum dilakukan pencampuran material RAP terlebih dahulu diberikan oli bekas untuk meningkatkan nilai penetrasi aspal RAP. Lalu dilakukan pengujian marshall standar dan marshall immersion untuk mendapatkan nilai kadar plastik LDPE Optimum, dengan kadar penambahan plastik LDPE berada pada kadar 0%, 5%, 6%, dan 8%. Hasil dari pengujian tersebut didapatkan untuk nilai penambahan aspal optimum berada di 6%, sedangkan untuk hasil dari kadar plastik optimum berada di kadar 6%. Berdasarkan nilai indeks kekuatan sisa yang didapatkan, didapatkan kadar yang memenuhi standar spesifikasi berada di 6%, dan nilai indeks kekuatan sisa dari hasil pencampuran dengan plastik LDPE menunjukkan hasil yang lebih baik dibandingkan tanpa penambahan plastik LDPE. ......Asphalt waste reclaimed asphalt pavement (RAP) is the result of dredging the asphalt road which can no longer be used, besides that there is plastic waste which is also one of the wastes that is difficult to decompose. Reclaimed asphalt pavement (RAP) and plastic waste is waste that can still be recycled, for the use of pavement materials. Therefore, in this study, the purpose of this research is to see the results of asphalt modification based on the residual strength value (IKS) from the stability of the modified asphalt sample test results from mixing 60/70 penetration pure asphalt with reclaimed asphalt pavement (RAP) along with LDPE plastic. This research begins with the manufacture of specimens with ACWC specifications, which is carried out by standard Marshall tests to obtain the Optimum Asphalt Content (KAO) value. With the addition of asphalt pen 60/70 with varying levels of 5.5%, 6%, 6.5%, 7%, and 7.5% into the modified RAP asphalt mixture, before mixing the RAP material, used oil is first given to increase the penetration value of the RAP asphalt. Then the standard marshall and marshall immersion tests were carried out to obtain the Optimum LDPE plastic content value, with the addition of LDPE plastic at 0%, 5%, 6%, and 8% levels. The results of these tests were obtained for the optimum asphalt addition value was at 6%, while for the results of the optimum plastic content was at 6%. Based on the residual strength index value obtained, the content that meets the specification standard is at 6%, and the residual strength index value from mixing with LDPE plastic shows better results than without the addition of LDPE plastic.

Abstrak :
Kopolimerisasi cangkok asam akrilat pada film polietilen kerapatan rendah (LDPE) dengan metode ozonisasi untuk pembuatan membran penukar ion telah berhasil dilakukan. Ozonisasi dilakukan pada film LDPE yang telah dialiri udara pada temperatur 50°C dalam penangas gliserol selama 1 jam. Pengaruh parameter percobaan terhadap persen kopolimerisasi cangkok dipelajari melalui variasi waktu ozoniasasi, ketebalan film, konsentrasi asam akrilat, temperatur, waktu reaksi dan penambahan garam Mohr dan asam sulfat. Karakterisasi sifat film polietilen (PE) awal dan PE yang telah dikopolimerisasi cangkok dengan asam akrilat (PE-g-AA) dilakukan dengan mengamati perubahan ketebalan (thickness meter), morfologi penampang lintang (SEM), spektrum absorpsi infra merah (FTIR), titik leleh (DSC), stabilitas termal (DTAITGA), kristalinitas (XAD), serta kapasitas dan selektivitas penukaran ion (AAS). Berdasarkan penelitian yang telah dilakukan dengan beberapa parameter reaksi pada film LDPE 50 µm, diperoleh kondisi reaksi yang menghasilkan persen kopolimer cangkok yang tinggi dengan waktu ozonisasi 30 menit, waktu reaksi 60 menit, konsentrasi asam akrilat 40 %, temperatur 110°C. Pada percobaan dengan penambahan garam Mohr dan asam sulfat, persen kopolimer cangkok yang dihasilkan menjadi menurun. Film PE-g-AA memiliki ketebalan yang lebih besar dibanding film PE awal. Pengamatan dengan SEM menunjukkan bahwa ketebalan bagian film PE yang mengalami kopolimerisasi Bangkok semakin meningkat dengan meningkatnya persen kopolimerisasi cangkok Pada film PE-g-AA dengan persen kopolimerisasi cangkok sekitar -160 %, kedua jenis film menunjukkan ketebalan bagian yang tercangkok relatif sama, 18,8 um pada kedua sisi film LDPE awal 50 gm dan 16,8 gm pada kedua sisi film LDPE awal 100 gm. Spektrum absorpsi FM menunjukkan munculnya gugus karbonil dan gugus hidroksil yang berasal dari asam akrilat yang dikopolimerisasi cangkok. Kurva termogram DSC PE awal dan PE-g-AA menunjukkan penurunan entalpi pelelehan dan munculnya dua puncak endotermis baru, sedangkan titik leleh tidak banyak berubah. Kurva termogram DTAITGA menunjukkan stabilitas dekomposisi termal film PE-g-AA yang menurun dari pada film PE awal. Kurva difraktogram Sinar-X menunjukkan penurunan kristalinitas film PE-g-AA dibandingkan dengan PE awal, sejalan dengan meningkatnya persen kopolimerisasi cangkok. Kapasitas penukaran ion Cue pada pH 4,0 meningkat sejalan dengan meningkatnya persen kopolimerisasi cangkok. Kapasitas penukaran ion tertinggi diperoleh pada persen kopolimerisasi cangkok 317,69%, sebesar 7,72 meklg. Pada pH 4,0-6,0 film PE-g-AA lebih selektif terhadap ion Cu`t dan pada ion Ni'+ dan Coy .

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Ion Exchange Membrane : Synthesis and Characterization of Acrylic Acid Grafted Onto Low Density Polyethylene (Ldpe) Film by Ozonization MethodGraft copolymerization of acrylic acid (AA) as ion exchange membrane into low density polyethylene (LDPE) film has been studied by using ozonization methode. The ozonized PE was treated with aqueous solution of AA.. The percentage of grafting was determined as fnnctiot of ozonization period, film thickness. monomer concentration. temperature and reaction period. PE- AA f i l m n was characterized by FTIR. SEM, DSC. DTAITGA, XRD and exchange capacity and selectivity towards Cti2 . co 2+ and Ni + ions. It gas result that the highest of graft copolymerization percentage attained lirr LDPE film with 50 tun thickness within 30 minutes ozonization period, 60 minutes reaction time, 40% acrylic acid and 110"C. The experiment with Mohr salt and sulfuric acid addition showed the decrease of graft copolymerization percentage. With SEM photo PE and PE-g-AA film, it was observed that the increase of' percentage of grafting is followed by the increase of film thickness. 1=TRR spectra showed characteristic of absorption band on wavelength 1730 cni Ibr stretching vibration carbonyl group (C=0) and 3000-3500 cm l for stretching vibration of hydroxyl group (O--1) for both from acrylic acid grafted onto polyethylene film. The DSC thermogram curve of PE and PE-g-AA film showed the decrease of the melt-enthalpy and appeared two endothermic peaks at 230"C and 350"C. The TGA thermogram curve showed the decrease of stability of thermal decomposition for PE-g-AA than PE film. From X-ray difTractogram curve was showed the decrease of crystalinity of PE-g-AA than PE film. High exchange capacity towards Cu2 + ion was shown. PE-g-AA film with degree of grafting of 317.69% showed exchange capacity of 7,72 meg/g and the binding copper ions were distributed homogenously in the film surface. Good selectivity towards Cu" ion was attained at p1-i range 4.0-6,0 with coefficient of distribution 1.80.

Abstrak :
Penelitian ini membahas tentang analisa campuran Reclaimed Asphalt Pavement (RAP) dan limbah plastik LDPE pada campuran panas (Hotmix) aspal melalui uji Marshall Stability Test dengan kadar aspal tinggi. Penelitian ini didasari oleh isu lingkungan yang semakin meningkat. RAP bisa digunakan kembali sebagai campuran aspal namun membutuhkan material tambahan yang dapat membuat karakteristiknya mendekati atau bahkan menyamai campuran aspal biasa. Untuk itu, penelitian ini menggunakan material tambahan berupa plastik LDPE (Low Density Polyethylen), didasari oleh banyaknya sampah plastik kresek disekitar kita. Pada penelitian ini, metode pencampuran aspal dan plastik LDPE yang digunakan adalah metode Wet Process. Proses pembuatan benda uji Marshall mengikuti standar ACWC, untuk RAP dilakukan pengujian ekstraksi. Aspal dicampur dengan plastik LDPE, lalu agregat baru dicampurkan dengan RAP. Hasil uji Marshall menunjukkan bahwa nilai stabilitas pada campuran RAP 65% kadar aspal 5% memiliki nilai tertinggi sebesar 1434,582 kg, nilai Flow pada campuran RAP 45% kadar aspal 5%; RAP 55% kadar aspal 5%; dan semua campuran RAP 65% diatas standar ACWC yaitu 4, nilai MQ tertinggi adalah 401,33641 pada campuran RAP 45% kadar aspal 4%, Nilai VMA pada semua campuran diatas standar, Nilai VIM beragam ada yang memenuhi standar dan ada yang tidak, dan nilai VFA pada campuran tersebut hanya beberapa yang memenuhi standar ACWC. ......This research discusses the analysis of the mixture of Reclaimed Asphalt Pavement (RAP) and LDPE plastic waste in hot mix (Hotmix) asphalt through the Marshall Stability Test with high bitumen content. This research is based on increasing environmental issues. RAP can be reused as an asphalt mixture but requires additional material that can make its characteristics close to or even equal to ordinary asphalt mixtures. For this reason, this study uses additional material in the form of LDPE (Low Density Polyethylene) plastic, based on the large amount of plastic waste around us. In this study, the method of mixing asphalt and LDPE plastic used was the Wet Process method. The process of making Marshall specimens follows ACWC standards, for RAP extraction testing is carried out. Asphalt is mixed with LDPE plastic, then the new aggregate is mixed with RAP. Marshall test results show that the value of stability in the RAP mixture of 65% asphalt content of 5% has the highest value of 1434.582 kg, the value of Flow in the mixture of RAP 45% asphalt content of 5%; RAP 55% asphalt content 5%; and all RAP mixtures are 65% above the ACWC standard, namely 4, the highest MQ value is 401.33641 in the RAP mixture 45% asphalt content 4%, VMA values ​​in all mixtures above the standard, VIM values ​​vary, some meet the standard and some are not, and Only a few of the VFA values ​​in these mixtures meet the ACWC standards.

Abstrak :
Meningkatnya penggunaan kendaraan beroda di Indonesia secara tidak langsung akan mendorong kebutuhan infrastruktur jalan raya yang berkualitas baik demi menyediakan rasa nyaman bagi para pengendara. Hal ini tentu juga berefek pada kebutuhan material yang digunakan dalam konstruksi perkerasan jalan, maka dari itu pemanfaatan material limbah menjadi salah satu upaya dalam mengurangi penggunaan material alami, serta diharapkan dapat meningkatkan mutu dari infrastruktur itu sendiri. Pada penelitian ini akan dilakukan pengujian penggunaan agregat limbah beton (RCA) dan penambahan limbah plastik LDPE pada campuran aspal terhadap nilai volumetrik Marshall. Akan digunakan limbah beton sebagai substitusi partial agregat alami dan penambahan limbah plastik LDPE dengan variasi kadar 3%, 4%, 5%, 6%, dan 7%. Pengujian dilakukan menggunakan Marshall Standard dan Marshall Immerson untuk didapatkan nilai volumetrik Marshall serta kadar optimum penggunaan limbah plastik pada campuran. ......The increasing use of wheeled vehicles in Indonesia will indirectly drive the need for good quality road infrastructure in order to provide comfort for motorists. This of course also has an effect on the need for materials used in road pavement construction, therefore the use of waste materials is one of the efforts to reduce the use of natural materials, and is expected to improve the quality of the infrastructure itself. In this study, testing the use of Recycled Concrete Aggregate and the addition of LDPE plastic waste to asphalt mixtures for the Marshall volumetric value will be carried out. Recycled Concrete Aggregate will be used as a partial substitute for natural aggregate and the addition of LDPE plastic waste with varying rate of 3%, 4%, 5%, 6% and 7%. Tests were carried out using Marshall Standard and Marshall Immerson to obtain Marshall volumetric values in the mixture.

Abstrak :
Penelitian ini membahas tentang analisa campuran Reclaimed Asphalt Pavement (RAP) dan limbah plastik LDPE pada campuran panas (Hotmix) aspal melalui uji Marshall Stability Test dengan kadar aspal tinggi. Penelitian ini didasari oleh isu lingkungan yang semakin meningkat. RAP bisa digunakan kembali sebagai campuran aspal namun membutuhkan material tambahan yang dapat membuat karakteristiknya mendekati atau bahkan menyamai campuran aspal biasa. Untuk itu, penelitian ini menggunakan material tambahan berupa plastik LDPE (Low Density Polyethylen), didasari oleh banyaknya sampah plastik kresek disekitar kita. Pada penelitian ini, metode pencampuran aspal dan plastik LDPE yang digunakan adalah metode Wet Process. Proses pembuatan benda uji Marshall mengikuti standar ACWC, untuk RAP dilakukan pengujian ekstraksi. Aspal dicampur dengan plastik LDPE, lalu agregat baru dicampurkan dengan RAP. Hasil uji Marshall menunjukkan bahwa nilai stabilitas pada campuran RAP 65% kadar aspal 5% memiliki nilai tertinggi sebesar 1434,582 kg, nilai Flow pada campuran RAP 45% kadar aspal 5%; RAP 55% kadar aspal 5%; dan semua campuran RAP 65% diatas standar ACWC yaitu 4, nilai MQ tertinggi adalah 401,33641 pada campuran RAP 45% kadar aspal 4%, Nilai VMA pada semua campuran diatas standar, Nilai VIM beragam ada yang memenuhi standar dan ada yang tidak, dan nilai VFA pada campuran tersebut hanya beberapa yang memenuhi standar ACWC. ......This research discusses the analysis of the mixture of Reclaimed Asphalt Pavement (RAP) and LDPE plastic waste in hot mix (Hotmix) asphalt through the Marshall Stability Test with high bitumen content. This research is based on increasing environmental issues. RAP can be reused as an asphalt mixture but requires additional material that can make its characteristics close to or even equal to ordinary asphalt mixtures. For this reason, this study uses additional material in the form of LDPE (Low Density Polyethylene) plastic, based on the large amount of plastic waste around us. In this study, the method of mixing asphalt and LDPE plastic used was the Wet Process method. The process of making Marshall specimens follows ACWC standards, for RAP extraction testing is carried out. Asphalt is mixed with LDPE plastic, then the new aggregate is mixed with RAP. Marshall test results show that the value of stability in the RAP mixture of 65% asphalt content of 5% has the highest value of 1434.582 kg, the value of Flow in the mixture of RAP 45% asphalt content of 5%; RAP 55% asphalt content 5%; and all RAP mixtures are 65% above the ACWC standard, namely 4, the highest MQ value is 401.33641 in the RAP mixture 45% asphalt content 4%, VMA values ​​in all mixtures above the standard, VIM values ​​vary, some meet the standard and some are not, and Only a few of the VFA values ​​in these mixtures meet the ACWC standards.

Abstrak :
Untuk mengurangi penggunaan material alam, limbah beton digunakan sebagai pengganti agregat batu alami. Penambahan limbah plastik LDPE dalam campuran aspal juga dilakukan sebagai upaya peningkatan kualitas aspal. Penggunaan material alternatif pada campuran aspal perlu memperhatikan aspek keselamatan yakni kemampuan agregat pada lapisan aspal untuk menahan gaya gelincir permukaan jalan pada segala kondisi cuaca. Dalam penelitian ini mengkaji pengaruh penggunaan agregat limbah beton dan penambahan plastik LDPE pada campuran aspal terhadap nilai skid resistance. Penelitian diawali dengan pembuatan benda uji campuran ACWC dengan agregat RCA pada variasi kadar aspal 7%, 7.5%, 8%, 8.5%, dan 9% yang dihasilkan KAO pada 9%. Untuk menghilangkan kadar mortar pada agregat RCA dilakukan peremajaan dengan pencucian dan penggosokan. Penelitian dilanjutkan dengan mencari kadar plastik optimum yang didapatkan pada kadar plastik sebesar 5%. Pengujian skid resistance dilakukan menggunakan alat British Pendulum Tester (BPT) pada variasi suhu 26˚C, 30˚C, 35˚C, 40˚C, 45˚C, dan 50˚C. Pengujian dilakukan dengan dua jenis uji yakni skid resistance standard dan immersion. Didapatkan hasil penggunaan agregat RCA dan penambahan plastik LDPE menaikan nilai skid resistance. Nilai SN tertinggi didapat 58,5 pada suhu normal (26˚C) dan nilai terendah 51,6 pada suhu tinggi (50˚C). ......To reduce the use of natural materials, waste concrete can be used as a substitute for natural aggregates (NA). The addition of LDPE plastic waste in asphalt mixtures is also carried out to improve asphalt quality. The use of alternative materials in asphalt mixtures needs to pay attention to safety aspects, to withstand the sliding force of the road surface in all weather conditions. This study examines the effect of the use of concrete waste aggregates and the addition of LDPE plastic to the asphalt mixture on the value of skid resistance. The study began with the manufacture of a mixture of ACWC specimens with RCA aggregates at variations in asphalt content of 7%, 7.5%, 8%, 8.5%, and 9% produced by KAO at 9%. RCA aggregates have previously been rejuvenated by washing and rubbing to remove the mortar content. The research was continued by finding the optimum plastic content obtained at a plastic content of 5%. Skid resistance testing was carried out using the British Pendulum Tester (BPT) at various temperatures of 26 ˚C, 30 ˚C, 35 ˚C, 40 ˚C, 45 ˚C, and 50 ˚C. The test is carried out with two types of tests, standard skid resistance and immersion skid resistance. It was found that the use of RCA aggregate and the addition of LDPE plastic increased the value of skid resistance. The highest SN value was 58.5 at normal temperature (26˚C) and the lowest value was 51.6 at high temperature (50˚C).