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"Paving block merupakan komposisi bahan bangunan yang dibuat dari campuran semen portland atau bahan perekat hidrolis sejenisnya, air dan agregat yang digunakan sebagai bahan perkerasan jalan. Beberapa studi telah melakukan usaha untuk menggunakan plastik sebagai agregat pada paving block sebagai salah satu bentuk usaha daur ulang plastik. Lignin yang merupakan limbah dalam industri kertas merupakan polimer bipolar yang memiliki dua muka sehingga dapat dimanfaatkan sebagai coupling agent dalam pencampuran. Penelitian ini bertujuan untuk mempelajari sifat pencampuran antara plastik, lignin, dan agregat pada paving block. Eksperimen ini menggunakan plastik tipe polipropena dengan penambahan variasi konsentrasi lignin sebesar 0; 0,1; 0,3; dan 0,5 wt%. Pengujian sudut kontak dilakukan untuk mengetahui tegangan permukaan yang dimiliki oleh masing-masing komponen. Pengujian FT-IR dilakukan untuk mengidentifikasi gugus fungsi yang dimiliki oleh campuran. Pengujian SEM dilakukan untuk mengamati morfologi yang terbentuk dari campuran yang dihasilkan. Hasil pengujian sudut kontak menunjukan polipropena dan lignin yang kompatibel karena persamaan sifat hidrofobisitas yang dimiliki. Ikatan gugus fungsi yang dihasilkan dengan variasi konsentrasi lignin menunjukan tidak terdapat ikatan baru yang dihasilkan setelah komponen-komponen dicampurkan. Morfologi yang dihasilkan menunjukan terdapat celah antara polipropena dengan campuran yang mengindikasikan lignin tidak menjembatani plastik dan agregat secara baik.

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Paving block is a composition of building materials made from a mixture of Portland cement or similar hydraulic adhesives, water and aggregates used as road pavement materials. Several studies have made an effort to use plastic as aggregate replacements in paving blocks as a form of plastic recycling. Lignin which is a waste in the paper industry is a bipolar polymer that has two faces so that it can be used as a coupling agent in the mixture. The purpose of this study is to investigate the mixing properties of plastics, lignin, and aggregates in paving blocks. This experiment uses polypropylene with mixing proportions of 0; 0.1; 0.3; and 0.5 wt% lignin. Contact angle testing were carried out to determine the surface tension of each component. FT-IR were carried out to identify the functional of the mixture. SEM were carried out to observe the morphology formed from the resulting mixture. The contact angle test results show that polypropylene and lignin are compatible because of the similarity in their hydrophobicity properties. The functional groups of resulting mixture showed there is no new bonds were formed after the components were mixed. The resulting morphology shows that there is a gap between polypropylene and the mixture which indicates that lignin does not bridge the plastic and aggregate properly."

"Blok paving merupakan komposisi bahan bangunan yang dibuat dari campuran semen portland, air dan agregat kasar dan halus yang digunakan sebagai bahan perkerasan jalan. Pada penelitian ini menggunakan plastik sebagai agregat pada blok paving sebagai salah satu bentuk usaha daur ulang plastik. Lignin yang merupakan limbah dalam industri kertas merupakan polimer bipolar yang memiliki dua muka sehingga dimanfaatkan sebagai coupling agent dalam pencampuran. Penelitian ini bertujuan untuk mempelajari sifat pencampuran antara plastik, lignin, dan agregat halus pada blok paving. Eksperimen ini menggunakan plastik tipe polietilena densitas tinggi (HDPE) dengan penambahan variasi konsentrasi lignin sebesar 0; 0,1; 0,3; dan 0,5 wt%. Pengujian yang dilakukan pada penelitian ini adalah sudut kontak, FTIR dan SEM. Hasil pengujian sudut kontak menunjukan polietilena densitas tinggi dan lignin yang kompatibel karena persamaan sifat hidrofobisitas yang dimiliki. Ikatan gugus fungsi yang dihasilkan dengan variasi komposisi lignin menunjukan tidak terdapat ikatan baru yang dihasilkan. Serta bentuk morfologi yang dihasilkan menunjukan kompatibilitas antara HDPE dengan campuran. Namun lignin tidak berfungsi sebagai coupling agent antara agregat kasar dan halus secara baik, namun bertindak sebagai sebagai penyelimut permukaan HDPE.

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Paving blocks are a composition of building materials made from a mixture of portland cement, water and coarse and fine aggregates that are used as road pavement materials. In this study using plastic as an aggregate on paving blocks as a form of plastic recycling business. Lignin which is a waste in the paper industry is a bipolar polymer that has two faces so that it is used as a coupling agent in mixing. This research aims to study the mixing properties of plastic, lignin, and fine aggregate on paving blocks. This experiment used a high density polyethylene (HDPE) type plastic with the addition of a variation of lignin concentration of 0; 0.1; 0.3; and 0.5 wt%. Tests conducted in this study are the contact angle, FTIR and SEM. The contact angle test results showed high density polyethylene and compatible lignin because of the similarity in hydrophobicity properties. Bonded functional groups produced with variations in the composition of lignin showed no new bonds were produced. And the resulting morphological form shows compatibility between HDPE and mixtures. However, lignin does not function well as a coupling agent between coarse and fine aggregates, but acts as a HDPE surface blanket."

"Limbah plastik adalah salah satu permasalahan klasik yang dialami Negara dengan konsumsi plastik yang besar, seperti Indonesia. Selain itu, industri kertas Indonesia banyak menghasilkan limbah pengolahan kertas lignin yang tidak dimanfaatkan karena bernilai rendah. Oleh karena itu, metode baru diperlukan untuk mengurangi pencemaran plastik serta meningkatkan nilai lignin agar Industri tidak langsung membuangnya, yang salah satunya adalah mencampurkan kedua bahan ini sebagai bahan tambahan pada material penyusun aspal, yaitu bitumen. Bitumen yang ditambahkan polipropilena disebut polypropilene modified bitumen PPMB. Penelitian ini membahas pengaruh pencampuran bitumen dengan limbah plastik PP sebagai zat pengisi dan lignin termodifikasi sebagai coupling agent atau kompatibiliser. PPMB dibuat dengan menggunakan alat hot melt mixer dengan rasio masa 19:1 untuk bitumen dan PP yang diaduk dengan kecepatan 80 round per minute rpm. Pencampuran dilakukan pada temperatur 160oC, 180oC, dan 200oC selama 15, 30, dan 45 menit dengan penambahan komposisi lignin termodifikasi sebesar 0.1, 0.3, dan 0.5 berat. Kemudian sampel dianalisis kandungan senyawaan, morfologi, serta sifat mekanisnya menggunakan FT-IR, SEM, uji penetrasi dan daktilitas. Hasil pengujian menunjukkan bahwa lignin termodifikasi memiliki kompabilitas yang lebih baik dibanding lignin murni serta sifat mekanis PPMB yang lebih baik dibandingkan bitumen murni.

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Plastic waste is one of classic problem which are experienced by Country with huge plastic consumption, like Indonesia. Other than that, Indonesias Paper Industries produce much paper processing waste lignin which isnt utilized because of its low value. Because of these reasons, a new method was needed to reduce plastic pollution and also to increase the value of lignin so industries wont throw it away, which one of the method is to mix these substances as an addition in asphalt material, that is bitumen. Bitumen, in which polypropylene is added is called polypropylene modified bitumen PPMB . This research discusses the effect of bitumen mixing with polypropylene as filler and modified lignin as coupling agent or compatibilizer. PPMB was created with hot melt mixer machine with mass ratio of 19 1 for bitumen and PP which are mixed in 80 rpm. Mixing was done at the temperature of 160oC, 180oC, and 200oC for 15, 30 and 45 minutes with 0.1, 0.3, and 0.5 total weight addition of modified lignin. Lastly, samples rsquo compound content, morphology, and mechanical properties were analyzed using FT IR, SEM, penetration and ductility test. Result showed that modified lignin has better compatibility compared to pure lignin, and also PPMB rsquo s mechanical properties are better than pure bitumen."

"Limbah plastik kemasan merupakan salah satu jenis limbah plastik yang banyak dihasilkan oleh masyarakat Indonesia serta jarang sekali untuk diolah kembali. Industri pembuatan kertas di Indonesia yang besar juga menghasilkan limbah berupa lindi hitam yang mengandung lignin di dalamnya. Maka dari itu diperlukan upaya baru untuk mengurangi kedua permasalahan limbah ini, yaitu pemanfaatan limbah plastik multilayer dari kemasan mi instan serta lignin hasil dari pengolahan lindi hitam sebagai modifier bagi bitumen sehingga menghasilkan polymer modified bitumen (PMB). Bitumen akan dimodifikasi oleh limbah plastik multilayer dengan bantuan lignin sebagai compatibilizer. Pembuatan PMB dilakukan dengan metode hot melt mixing dengan penambahan limbah plastik multilayer sebanyak 4 %berat serta penambahan lignin yang divariasikan sejumlah 0,1 %berat; 0,3 %berat; dan 0,5 %berat. Proses akan dilakukan dengan variasi temperatur dari 170°C, 180°C, dan 190°C selama 30 menit. Sampel kemudian diuji untuk mengetahui kandungan, morfologi, serta sifat termalnya dengan menggunakan FTIR, SEM, serta TGA. Hasil pengujian menunjukkan bahwa penambahan lignin meningkatkan stabilitas termal dari campuran PMB serta temperatur proses dapat meningkatkan distribusi dari partikel limbah plastik multilayer dalam PMB.

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Plastic packaging waste is one of the most discarded plastic product in Indonesia and it is very rarely got reused. Indonesia also produces so much paper, which create waste called black liquor that contains lignin. Hence, new effort is needed to reduce these waste problems, one of them is to use multilayer plastic waste in the form of instant noodle package and lignin from black liquor as modifier for bitumen, creating polymer modified bitumen (PMB). Bitumen is modified by multilayer plastic waste with the help from lignin as compatibilizer. PMB is made using hot melt mixing method, with the addition of multilayer plastic waste as many as 4 wt% and lignin varied from 0,1 wt%; 0,3 wt%; to 0,5 wt%. The process is done with varied temperature, from 170°C, 180°C, to 190°C for 30 minutes. Samples then tested to see their content, morphology, and thermal property by using FTIR, SEM, and TGA. The result of these tests concluded that the addition of lignin to PMB increase the thermal stability of the mixture and the increasing of process temperature can increase plastic waste distribution quality in the mixture."

"[Pada penelitian ini, serat ijuk dihancurkan dan diayak ukuran 40 # setelah itu serat ijuk diberi perlakuan kimia dengan NaOH 2 % selama 1 jam, KMnO4 0,1 N selama 15 menit, dan NaClO 5 % selama 5 jam dengan tujuan mendapatkan selulosa kristalin. Setelah itu dilakukan proses pencampuran kering (hotmelt mixing) antara polipropilen dengan serat ijuk hasil perlakuan kimia dengan 7,5 % volum serat ijuk terhadap polipropilen dengan variabel temperatur 160°C, 165°C, dan 170°C dan variabel waktu pencampuran 15 menit dan 20 menit. Setelah itu dilakukan pengujian uji FTIR buat serat, sedangan buat komposit adalah uji tarik, uji STA, uji XRD, dan uji FE-SEM hal ini dilakukan untuk mendapatkan sifat kristalinitas dan mekanik dari komposit polipropilen ini. Hasil penelitian menunjukkan bahwa serat ijuk hasil perlakuaan lebih kristalin dari pada serat ijuk tanpa perlakukan, polipropilen dengan serat ijuk hasil perlakuaan kimia cukup kompatibel terhadap polipropilen, dari penelitian didapatkan sifat kristalinitas terbaik pada variabel 165°C selama 20 menit. Dan yang memiliki sifat kekuatan tarik paling baik adalah variabel 170°C selama 20 menit, sedangkan yang memiliki % elongasi paling baik adalah dengan variabel 160°C 20 menit.

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In this work, palm fiber crushed and sieved size 40 # after the palm fiber chemically treated with 2% NaOH for 1 hour, 0.1 N KMnO4 for 15 minutes, and 5% NaClO for 5 hours in order to obtain crystalline cellulose. Once that is done the dry mixing (hotmelt mixing) between polypropylene and palm fiber chemical treatment results with 7.5% volume of the palm fiber and polypropylene with a variable temperature of 160°C, 165°C and 170°C and a variable time mixing 15 minutes and 20 minutes. After it was examined FTIR test for fiber, while the composite is made tensile test, STA test, XRD test and FE-SEM test this is done to obtain crystallinity and mechanical properties of polypropylene composites this. The results show that fiber perlakuaan results more crystalline fibers than untreated palm fiber, polypropylene and palm fiber chemistry results treatment compatible enough to polypropylene, crystallinity of the research showed the best properties on the variable 165 ° C for 20 minutes. And who has the most excellent tensile strength properties are variable 170 ° C for 20 minutes, while the best of % elongation is at a variable 160 ° C 20 minutes.;In this work, palm fiber crushed and sieved size 40 # after the palm fiber chemically treated with 2% NaOH for 1 hour, 0.1 N KMnO4 for 15 minutes, and 5% NaClO for 5 hours in order to obtain crystalline cellulose. Once that is done the dry mixing (hotmelt mixing) between polypropylene and palm fiber chemical treatment results with 7.5% volume of the palm fiber and polypropylene with a variable temperature of 160°C, 165°C and 170°C and a variable time mixing 15 minutes and 20 minutes. After it was examined FTIR test for fiber, while the composite is made tensile test, STA test, XRD test and FE-SEM test this is done to obtain crystallinity and mechanical properties of polypropylene composites this. The results show that fiber perlakuaan results more crystalline fibers than untreated palm fiber, polypropylene and palm fiber chemistry results treatment compatible enough to polypropylene, crystallinity of the research showed the best properties on the variable 165 ° C for 20 minutes. And who has the most excellent tensile strength properties are variable 170 ° C for 20 minutes, while the best of % elongation is at a variable 160 ° C 20 minutes.;In this work, palm fiber crushed and sieved size 40 # after the palm fiber chemically treated with 2% NaOH for 1 hour, 0.1 N KMnO4 for 15 minutes, and 5% NaClO for 5 hours in order to obtain crystalline cellulose. Once that is done the dry mixing (hotmelt mixing) between polypropylene and palm fiber chemical treatment results with 7.5% volume of the palm fiber and polypropylene with a variable temperature of 160°C, 165°C and 170°C and a variable time mixing 15 minutes and 20 minutes. After it was examined FTIR test for fiber, while the composite is made tensile test, STA test, XRD test and FE-SEM test this is done to obtain crystallinity and mechanical properties of polypropylene composites this. The results show that fiber perlakuaan results more crystalline fibers than untreated palm fiber, polypropylene and palm fiber chemistry results treatment compatible enough to polypropylene, crystallinity of the research showed the best properties on the variable 165 ° C for 20 minutes. And who has the most excellent tensile strength properties are variable 170 ° C for 20 minutes, while the best of % elongation is at a variable 160 ° C 20 minutes.;In this work, palm fiber crushed and sieved size 40 # after the palm fiber chemically treated with 2% NaOH for 1 hour, 0.1 N KMnO4 for 15 minutes, and 5% NaClO for 5 hours in order to obtain crystalline cellulose. Once that is done the dry mixing (hotmelt mixing) between polypropylene and palm fiber chemical treatment results with 7.5% volume of the palm fiber and polypropylene with a variable temperature of 160°C, 165°C and 170°C and a variable time mixing 15 minutes and 20 minutes. After it was examined FTIR test for fiber, while the composite is made tensile test, STA test, XRD test and FE-SEM test this is done to obtain crystallinity and mechanical properties of polypropylene composites this. The results show that fiber perlakuaan results more crystalline fibers than untreated palm fiber, polypropylene and palm fiber chemistry results treatment compatible enough to polypropylene, crystallinity of the research showed the best properties on the variable 165 ° C for 20 minutes. And who has the most excellent tensile strength properties are variable 170 ° C for 20 minutes, while the best of % elongation is at a variable 160 ° C 20 minutes.;In this work, palm fiber crushed and sieved size 40 # after the palm fiber chemically treated with 2% NaOH for 1 hour, 0.1 N KMnO4 for 15 minutes, and 5% NaClO for 5 hours in order to obtain crystalline cellulose. Once that is done the dry mixing (hotmelt mixing) between polypropylene and palm fiber chemical treatment results with 7.5% volume of the palm fiber and polypropylene with a variable temperature of 160°C, 165°C and 170°C and a variable time mixing 15 minutes and 20 minutes. After it was examined FTIR test for fiber, while the composite is made tensile test, STA test, XRD test and FE-SEM test this is done to obtain crystallinity and mechanical properties of polypropylene composites this. The results show that fiber perlakuaan results more crystalline fibers than untreated palm fiber, polypropylene and palm fiber chemistry results treatment compatible enough to polypropylene, crystallinity of the research showed the best properties on the variable 165 ° C for 20 minutes. And who has the most excellent tensile strength properties are variable 170 ° C for 20 minutes, while the best of % elongation is at a variable 160 ° C 20 minutes., In this work, palm fiber crushed and sieved size 40 # after the palm fiber chemically treated with 2% NaOH for 1 hour, 0.1 N KMnO4 for 15 minutes, and 5% NaClO for 5 hours in order to obtain crystalline cellulose. Once that is done the dry mixing (hotmelt mixing) between polypropylene and palm fiber chemical treatment results with 7.5% volume of the palm fiber and polypropylene with a variable temperature of 160°C, 165°C and 170°C and a variable time mixing 15 minutes and 20 minutes. After it was examined FTIR test for fiber, while the composite is made tensile test, STA test, XRD test and FE-SEM test this is done to obtain crystallinity and mechanical properties of polypropylene composites this. The results show that fiber perlakuaan results more crystalline fibers than untreated palm fiber, polypropylene and palm fiber chemistry results treatment compatible enough to polypropylene, crystallinity of the research showed the best properties on the variable 165 ° C for 20 minutes. And who has the most excellent tensile strength properties are variable 170 ° C for 20 minutes, while the best of % elongation is at a variable 160 ° C 20 minutes.]"

"Polipropilena (PP) adalah polimer termoplastik yang digunakan dalam berbagai aplikasi. Proses kristalisasi adalah proses yang memiliki peranan penting dalam produksi PP. Penambahan nucleating agent yang berfungsi mempersingkat waktu induksi kristalisasi polimer tertentu, termasuk PP. Tujuan dari penelitian ini untuk menganalisis pengaruh penambahan microcrystalline cellulose (MCC) dan microfibrillated cellulose (MFC) sebagai aditif nucleating agent pada proses kristalisasi PP dan memperoleh persentase optimum yang dibandingkan terhadap Hyperform HPN-20E (HPN) sebagai nucleating agent komersial dan PP murni. MFC dibuat dengan alkalisasi, bleaching dan hidrolisis. MFC dan MCC dikarakterisasi dengan SEM dan XRD. Masing-masing dari MFC, MCC dan HPN dilakukan internal mixing dengan PP pwd dengan konsentrasi 0,10; 0,20; 0,40; 1,00 dan 2,00 phr untuk selanjutnya diwakili dengan penomoran 1, 2, 3, 4 dan 5 dan PP pwd untuk blangko. Sampel masterbatch MFC, MCC, HPN dan PP dilakukan karakterisasi dengan uji FTIR, XRD, DSC dan Tarik. Hasilnya menunjukkan bahwa MCC dan MFC dapat meningkat derajat kristalinitas, suhu leleh, suhu kristalisasi dan kekuatan tarik polimer PP walaupun belum menyamai kinerja dari HPN. Persentase optimum masterbatch PP+MFC5 dan PP+MCC4 dengan peningkatan derajat kristalinitas masing-masing sebesar 19,96% dan 18,24% terhadap PP murni. Namun, belum dapat menyamai kinerja HPN pada kondisi optimum masterbatch PP+HPN5 dengan peningkatan derajat kristalinitas sebesar 54,80%. Persentase optimum masterbatch PP+MFC5 dan PP+MCC5 pada peningkatan suhu leleh masing-masing sebesar 2,8°C dan 3,3°C terhadap PP murni. Namun, belum dapat menyamai kinerja HPN pada kondisi optimum masterbatch PP+HPN2 dan masterbatch PP+HPN3 dengan peningkatan suhu leleh yang sama yaitu sebesar 4,4°C. Persentase optimum masterbatch PP+MFC4, PP+MFC5 dan PP+MCC5 pada peningkatan suhu kristalisasi masing-masing sebesar 5,0°C, 5,0°C dan 5,7°C terhadap PP murni. Namun, belum dapat menyamai kinerja HPN pada kondisi optimum masterbatch PP+HPN5 dengan peningkatan suhu kristalisasi sebesar 19,0°C.

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Polypropylene (PP) is a thermoplastic polymer used in a variety of applications. Crystallization process is a process that has an important role in PP production. The addition of a nucleating agent that serves to shorten the crystallization induction time of certain polymers, including PP. The purpose of this study was to analyze the effect of adding microcrystalline cellulose (MCC) and microfibrillated cellulose (MFC) as nucleating agent additives to the PP crystallization process and to obtain the optimum percentage compared to Hyperform HPN-20E (HPN) as commercial nucleating agent and Pure PP. MFC is made by alkalization, bleaching and hydrolysis. MFC and MCC were characterized by SEM and XRD. Each of the MFC, MCC and HPN were internally mixed with PP pwd with a concentration of 0.10; 0.20; 0.40; 1.00 and 2.00 phr are then represented by numbering 1, 2, 3, 4 and 5 and PP pwd for blanks. The MFC, MCC, HPN and PP masterbatch samples were characterized by FTIR, XRD, DSC and Tensile tests. The results show that MCC and MFC can increase the degree of crystallinity, melting temperature, crystallization temperature and tensile strength of PP polymer although they cannot match the performance of HPN. The optimum percentages of PP+MFC5 and PP+MCC4 masterbatches with increasing degree of crystallinity were 19.96% and 18.24%, respectively, compared to pure PP. However, it has not been able to match the performance of HPN under the optimum conditions of the PP+HPN5 masterbatch with an increase in the degree of crystallinity of 54.80%. The optimum percentages of PP+MFC5 and PP+MCC5 masterbatches at increasing melting temperatures were 2.8°C and 3.3°C, respectively, for pure PP. However, it has not been able to match the performance of HPN under the optimum conditions of the PP+HPN2 masterbatch and PP+HPN3 masterbatch with the same increase in melting temperature of 4.4°C. The optimum percentages of PP+MFC4, PP+MFC5 and PP+MCC5 masterbatches at increasing crystallization temperature were 5.0°C, 5.0°C and 5.7°C for pure PP, respectively. However, it has not been able to match the performance of HPN under the optimum conditions of the PP+HPN5 masterbatch with an increase in crystallization temperature of 19.0°C."

"ABSTRAKPenggunaan agregat daur ulang dalam bidang konstruksi sudah sering digunakan di berbagai negara di dunia. Penelitian ini bertujuan untuk mengetahui sifat fisik dan mekanik mortar akibat penambahan agregat halus daur ulang dan admixture kalsium klorida. Jumlah agregat halus daur ulang yang digunakan yaitu 20 dari total agregat halus alami dan jumlah kalsium klorida yang digunakan yaitu memiliki variasi 1 , 2 , 3 , 4 , dan 5 dari jumlah semen yang digunakan. Hasil didapatkan bahwa mortar dengan kalsium klorida sebanyak 5 mengasilkan mortar dengan kuat tekan yang paling tinggi yaitu 31,75MPa pada umur 56 hari. Kuat lentur tertinggi pada penggunaan 4 kalsium klorida yaitu sebesar 4,324MPa. Penyusutan tertinggi pada penggunaan 5 kalsium klorida. Daya serap air tertinggi pada penggunaan 1 kalsium klorida yaitu sebesar 112,24 g/100cm2.

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ABSTRACTThe use of recycled aggregate in the construction field has been frequently used in various countries around the world. This study aims to determine the physical and mechanical properties of mortar due to the addition of recycled fine aggregate and admixture of calcium chloride. The amount of recycled fine aggregate used is 20 of the total natural fine aggregate and the amount of calcium chloride were used that have a variety of 1 , 2 , 3 , 4 and 5 of the amount of cement used. The result showed that mortar with calcium chloride as much as 5 resulting mortar with the highest compressive strength that is 31,75MPa at age 56 days. The highest bending strength in the use of 4 calcium chloride is 4,324MPa. The highest depreciation on the use of 5 calcium chloride. The highest water absorption in the use of 1 calcium chloride is 112,24 g 100cm2."

"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.

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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."

"ABSTRAKKebutuhan Indonesia terhadap pembangunan konstruksi terutama rumah tinggal terus mengikat seiring dengan bertambahnya penduduk di Indonesia. Hal ini mendorong inovasi beton yang ramah lingkungan, murah, dan mudah didapat. Oleh karena itu, penggunaan limbah seperti limbah beton dan limbah kertas sebagai subtitusi material campuran beton dapat menjadi salah satu alternatif. Dalam rangka mengembangkan penelitian sebelumnya, penelitian ini melihat secara langsung penggunaan beton kertas dalam aplikasinya pada balok rumah tinggal serta meninjau kembali pengolahan kertas untuk dijadikan material campuran beton. Pada penelitian ini, dibuat benda uji balok bertulang yang sesuai dengan dimensi aktual dengan skala 1:2 dari kebutuhan rumah tinggal. Hasil penelitian memaparkan bahwa penggunaan material subtitusi limbah beton dan limbah kertas dapat mempertahankan kuat tekan beton struktural dengan nilai kuat tekan lebih dari 17 MPa sesuai dengan standar pada SNI 03 ndash; 2847 ndash; 2013 dengan rata-rata kuat tekan 27,4 MPa. Sedangkan kuat tarik belah pada penelitian ini memiliki rata-rata sebesar 2,9 MPa. Dari pengujian yang dilakukan, kuat lentur campuran beton pada penelitian ini memiliki nilai yang lebih tinggi daripada balok beton normal dengan nilai ? yang lebih besar dari pada 1 yaitu sebesar 1,44 pada bentang 60 cm dan 1,40 pada bentang 30 cm. Pada balok beton bertulang, hanya terdapat dua kelompok pengadukan yaitu, C-28-4 dan C-28-5 yang dapat menjadi balok beton struktural.

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ABSTRACT

Indonesia 39 s necessity of construction development, notably residential home, increasing constantly along with the ammount of Indonesia 39 s population. This matter stimulates innovation of eco friendly, inexpensive, and reachable concrete. With regard to this, utilization of waste, e.g. waste concrete and waste paper as a subtitution for mixed concrete is one of the alternative for an inovation concrete. In order to expand the previous research, this research aims to observe the utilization of papercrete for application of concrete beam for residential home directly, as well as to review the processing of paper to be used as concrete materials. The sample of this research which corresponds to actual dimension with the scale of 1 2 of concrete beam for residential home necessity, is the outcome of this research. The concrete beam is tested by utilizing flexural strength test and cracking behaviour from the beam. This research suggested that utilization of waste concrete and waste paper material substitution may uphold structural compressive strength with the value of compressive strength is more than 17 MPa, in accordance with SNI standard 03 ndash 2847 ndash 2013, with average of compressive strength 27.4 Mpa. In this research, splitting tensile strength has the average value of 2.9 MPa. This examination suggested that flexural of mixed concrete has higher value than normal concrete beam with lamda value more than 1, which is 1.44 for 60 cm span and 1.40 for span 30 cm. On reinforced concrete beam, there were merely two groups of the samples, namely C 28 4 and C 28 5 which could transform into structural concrete beam."