Preliminary Study on Compressive Strength of Porous Asphalt Containing Modified Buton Asphalt, Waste Plastic and Limestone Powder

Tjaronge, M. W.; Fakhruddin,; Caronge, Muhammad Akbar; Zaifullah, M. H.; Rahmat, M. F.

doi:10.1088/1757-899x/875/1/012032

Cited by 7 publications

(5 citation statements)

References 8 publications

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“…The compressive strength is high compared with traditional clay [31]. We can conclude that Compressive strength increased as the percentage of waste plastic added rose [32]. The reason is due to what was mentioned in the hardness test, in that increasing the addition of plastic waste will lead to an increase in hardness and penetration resistance, because the polymer will reduce the viscosity of bitumen, in addition to absorbing part of the energy, which may be compressive [28].…”

Section: Compact Characteristicmentioning

confidence: 91%

Investigation Prosperities Of Brick Mixes with Chemically Depolymerized Waste polyethylene terephthalate Aggregates

almalky¹,

Alzuhair²,

Hashim³

et al. 2023

IJOGR

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In order to create environmentally friendly products, this article focuses on reducing plastic waste by recycling polyethylene terephalate (PET) bottles (Green materials). Depolymerized polyethylene terephthalate (DPET) is created by combining PET with ethylene glycol and magnesium oxide (MgO) at a moderate temperature until the mixture reaches 179 oC (ethylene glycol's boiling point) for 40 to 50 minutes. This process first breaks down the polymer into a monomer. Second, bitumen is combined with plastic (either PET or DPET) to create modified bitumen (MB), then modified bitumen is mixed with sand, silica and gravel in order to produce friendly and sustainable construction materials . Bricks have been produced from mixing the modified bitumen with percentage (10-20)% ,sand in percentage (50-60 ) % and gravel in percentage (30)%. The characterization was carried out for the bricks in two steps : The first was to examine the modified bitumen to determine the best ratio that could be used in the mixture. The hardness test showed the best ratio of modified bitumen in percentages (60% of bitumen and 40% of PET or DPET) percentage is due to the formation of a functional group between bitumen and plastic which has appeared with FTIR characterization . Secondly, the compressibility of the mixture was fully examined and the results showed the best compressive strength in 20% of modified bitumen with PET and 18% of modified bitumen with DPET. The compressive strength value is 7MPA and 6.9 MPA respectively. Finally , the recent results are compared with the previous research, and the results showed a reduction in the cost as a result of the use of waste materials and an increase in compression value.

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Section: Compact Characteristicmentioning

confidence: 91%

Investigation Prosperities Of Brick Mixes with Chemically Depolymerized Waste polyethylene terephthalate Aggregates

almalky¹,

Alzuhair²,

Hashim³

et al. 2023

IJOGR

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“…The small VIM value indicates that the mixture is denser and the mixture is stiffer which is indicated by the Marshall Quotient (MQ) value on the Marshall characteristics. A high MQ value indicates that the asphalt mixture has higher stiffness [18][19][20][21][22][23][24][25][26][27][28][29][30].…”

Section: Time Relationship With Horizontal Deformation Of Immersion In 7 Daysmentioning

confidence: 99%

“…Stiffness and fatigue tests). The second group of tests is simulative laboratory testing: the wheel-tracking test and the third testing group is the empirical test using the Marshall tests [29,30]. Basically, East Kalimantan Province has abundant local aggregate reserves, but so far it is considered as non-standard (sub-standard) aggregate to be used as road pavement material.…”

Section: Introductionmentioning

confidence: 99%

Characteristics of Asphalt Mixed Using Mountain Stone

et al. 2021

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Aggregate is the main thing in asphalt mixtures with a percentage of about 70% to 80%. The aggregate used should meet the Indonesian National Standard (SNI) before being used in the asphalt mixture. East Kalimantan Province is one of the provinces in Indonesia which always brings in aggregates from outside the region for road construction. This study aims to analyze the modulus of stiffness of the AC-WC mixture using local aggregate of East Kalimantan Province and petroleum bitumen grade 60/70 as a binder due to water immersion. This research is experimental in the laboratory. The variation of the petroleum bitumen content used was 4.5, 5.0, 5.5, 6.0 and 6.5%. Water immersion was carried out at the age of 3, 5 and 7 days. The results showed that at 3 days of immersion, the resilient modulus values obtained at petroleum bitumen content of 4.5, 5.0, 5.5, 6.0 and 6.5% were 421.0, 506.0, 872.5, 747.0 and 648.5 MPa, respectively. At 5 days immersion, the resilient modulus values obtained were 383.5, 386.0, 915.5, 561.0 and 555.5 MPa, respectively. Whereas for the 7 days immersion, the resilient modulus were 290.5, 425.5, 1369.0, 547.5 and 525.0 MPa, respectively. It can be seen that water immersion greatly affects the stiffness modulus of the asphalt mixture. This stiffness will cause the asphalt mixture to be easily damaged or cracked. This can be caused by the influence of the sub-standard aggregates used, namely Senoni stone and Mahakam sand. Doi: 10.28991/cej-2021-03091652 Full Text: PDF

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“…Kelancaran lalu lintas pada setiap kawasan mutlak harus didukung oleh kemampuan infrastruktur dalam memenuhi permintaan yang ada. Jalan sebagai salah satu prasarana transportasi yang merupakan urat nadi kehidupan masyarakat dalam memenuhi keperluan hidup, serta sebagai penunjang pembangunan di segala aspek kehidupan [1]. Hambatan di tepi jalan tersebut sering kali terkait dengan adanya aktivitas sosial dan ekonomi, yaitu adanya parkir di badan jalan yang dikarenakan terdapat pertokoan yang tidak menyediakan tempat parkir, sarana angkutan umum yang menurunkan penumpang disembarang tempat serta lalu lalangnya orang untuk menyeberang yang menyebabkan kapasitas jalan mengalami penurunan [2,3,4].…”

Section: Pendahuluanunclassified

Pengaruh Hambatan Samping Terhadap Kinerja Lalu Lintas Di Kabupaten Kampar

Mubarak,

Ningrum,

Toyeb

et al. 2021

MJCE

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Kemacetan lalu lintas disebabkan oleh ketidakseimbangan antara peningkatan kepemilikan kendaraan dan pertumbuhan prasarana jalan yang tersedia serta kapasitas efektif ruas jalan yang ada lebih kecil dari kapasitas jalan yang direncanakan akibat adanya hambatan di tepi jalan. Faktanya daerah Jalan Sisingamangaraja ini cukup padat dengan pedagang kaki lima yang menggunakan pinggir ruas jalan, parkir kendaraan. Selain itu ditambah jumlah pejalan kaki yang berjalan atau menyebrang sepanjang segmen jalan, dan jumlah kendaraan bermotor yang masuk keluar ke/dari lahan samping jalan serta arus kendaraan yang bergerak lambat seperti sepeda, becak dll. Hal ini sangat mengganggu kendaraan yang lewat dan menimbulkan kemacetan di ruas jalan depan Pasar Plaza Bangkinang Kota. Pada ruas jalan Sisingamangaraja dengan hambatan samping yang sebesar 543,6 bobot kejadian tinggi (H). pada ruas Jalan Sisingamangaraja di kawasan Pasar Plaza Bangkinang.derajat kejenuhannya melebihi batas derajat kejenuhan ideal 0.80 dengan Tingkat layanan D.Untuk kemampuan ruas jalan Sisingamangaraja dapat meloloskan jumlah volume lalu lintas C = 1856.03 smp/jam. Kecepatan arus bebas = 33,50 km/jam. Kecepatan minimum kendaran saat terjadi kemacetan pada hari Minggu adalah 19.18 km/jam atau 11,92 Mph. digunakan alternatif nomor 8 (delapan), yaitu menghilangkan data parkir, kendaraan berhenti dan kendaraan keluar masuk. Sehingga didapat kapasitas ruas jalan C = 2028,68 smp/jam. Kecepatan arus bebas = 38,17 km/jam. Derajat kejenuhan = 0,74 sudah dibawah standar dari ketentuan MKJI 1997.

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Preliminary Study on Compressive Strength of Porous Asphalt Containing Modified Buton Asphalt, Waste Plastic and Limestone Powder

Cited by 7 publications

References 8 publications

Investigation Prosperities Of Brick Mixes with Chemically Depolymerized Waste polyethylene terephthalate Aggregates

Investigation Prosperities Of Brick Mixes with Chemically Depolymerized Waste polyethylene terephthalate Aggregates

Characteristics of Asphalt Mixed Using Mountain Stone

Pengaruh Hambatan Samping Terhadap Kinerja Lalu Lintas Di Kabupaten Kampar

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