Penelitian Penggunaan Batu Gamping Sebagai Agregat Kasar Dan Filler Pada Aspal Campuran Ac-Bc

Zaenuri, Moch; Romadhon, Romadhon; Gunarto, April

doi:10.30737/ukarst.v2i1.357

Cited by 6 publications

(4 citation statements)

References 0 publications

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“…Laston memiliki tiga pembagian lapisan yaitu lapisan pondasi ( AC -Base ), Lapis antara (AC -BC). [4] Kebutuhan bahan atau material untuk pelaksanaan pembangunan jalan baru dan pemeliharaan jalan di setiap wilayah Indonesia terus meningkat seiring dengan meningkatnya pembangunan infrastruktur lainnya harus didatangkan dari tempat lain sehingga membutuhkan waktu lama dan biaya yang cukup besar. [5] Keawetan dan kekuatan untuk perkerasan jalan itu sendiri sangat ditentukan oleh daya dukung tanah, karena jenis aspal yang digunakan dan serta agregatagregat sebagai bahan utama dalam pembuatan perkerasan lentur.…”

Section: Pendahuluanunclassified

Alternatif Penggunaan Agregat Halus Batu Kapur Mantup Dalam Campuran Aspal Panas Ac-Wc

Budianto

Lubis

2020

UKaRsT

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Asphalt Concrete Wearing Course (AC-WC) is a stringent streak which located on the top and the function of it as the outside streak that the thick is 4 centimeters. AC – WC material consists of soft aggregate, crude aggregate, filter, and asphalts. The articles must be tested for identifying the feature. This research is using the Marshall Test method, VIM (%), VMA (%), VIMA (%), VFWA (%), Stabilities (kg), Flow and Marshall Quotient (%). This research was carried out at Lamongan Moslem University’s laboratory. The purpose of this research is to compare the results that have been obtained in research with the existing terms and specifications. The conclusion of this research is the addition of variation in smooth limestone blend 25%, 50%, 75% from the aggregate weight. The top-level increment of Marshall Stability’s showed 33.07% based on the compound 75%; the highest Flow is 3.57% based on the compound 50%, Void in the Mix which was included into the highest specification is 7.49% based on the compound 0%, the top-level increment Void Filled with Asphalt is 85.22% based on the compound 75%, the advance of Marshall Quotient is 29.63% based on compound 75%.Asphalt Concrete Wearing Course (AC-WC) merupakan lapisan perkerasaan yang terletak paling atas dan berfungsi sebagai lapisan aus dengan tebal biasanya 4 cm. Bahan AC –WC terdiri dari Agregat halus, Agregat kasar, bahan pengisi (filler) dan aspal. Bahan – bahan tersebut harus di uji terlebih dahulu untuk mengetahui sifat – sifatnya. Dalam penelitian ini metode yang di gunakan adalah metode marshall : VIM (%), VMA (%), VIMA (%), VFWA (%), Stabilitas (kg), Flow dan Marshall Quotien (%). adapun penelitian di laksanakan pada Laboratorium Universitas Lamongan. Kesimpulan penelitian ini adalah Penambahan variasi campuran batu kapur halus sebesar 25%, 50%, 75% dari berate agregat halus pada penelitian ini menunjukkan kenaikan nilai stabilitas Marshall (Marshall Stability) tertinggi sebesar 33,07% pada campuran75%, kelelahan plastis (Flow) tertinggi sebesar 3,57% pada campuran 50%, rongga dalam campuran (Void in the Mix) yang masuk dalam spesifikasi angka tertinggi sebesar 7,49% pada campuran 0%, rongga terisi aspal (Void Filled With Asphalt) kenaikan tertinggi sebesar 85,22% pada campuran 75%, rongga dalam agregat (Void In Mineral Aggregate) menurun sebesar 16,11% pada campuran 75%, serta Marshall Quotient meningkat sebesar 29,63% pada campuran75%.

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Section: Pendahuluanunclassified

Alternatif Penggunaan Agregat Halus Batu Kapur Mantup Dalam Campuran Aspal Panas Ac-Wc

Budianto

Lubis

2020

UKaRsT

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“…Perkerasan jalan yang digunakan dalam pembuatan jalan [1] [2] [3]. Aspal beton sering kali digunakanan dikarenakan mempunyai kelebihan yaitu kemampuannya dalam mendukung beban berat lalu-lintas atau kendaraan yang tinggi dan mempunyai ketahanan yang baik terhadap cuaca [4][5] [6], dalam segi harga aspal beton lebih murah dibandingkan dengan beton.…”

Section: Pendahuluanunclassified

Penelitian Penambahan Bahan Serbuk Dolomite Dan Pasir Brantas Pada Campuran Aspal Beton

2019

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Aspal Beton (Hotmix) adalah campuran agregat kasar, agregat halus, dan bahan pengisi (Filler) dengan bahan pengikat aspal dalam kondisi suhu tinggi (panas) dengan komposisi yang diteliti dan diatur oleh spesifikasi teknis. Pada penelitian ini, campuran aspal beton diberi bahan tambahan serbuk dolomite sebagai campuran pada filler agar menjadi bahan alternativ campuran filler semen portaland untuk meminimalisir harga semen portaland yang semakin mahal dan pasir brantas sebagai agregat halus untuk mempelajari dan mengetahui pengaruh serbuk dolomit dan pasir brantas pada campuran aspal beton dengan penambahan kadar 5%, 10%, dan 15%.dari hasil penelitian didapat nilai penambahan serbuk dolomite dengan kadar 5%, 10%, 15% pada nilai VIM sebesar 11,99%, 15,28%, 10,29, nilai VMA 26,30%, 29,05%, 24,88%, nilai VFB 54,49%, 48,33%, 58,81%, nilai stabilitas 3402,503 kg, 3294,030 kg, 1958,946 kg, nilai MQ 733,8130 kg, 456,1891 kg, 471,9089 kg dan dari grafik pengujian kadar optimum pada kadar 5,5% sampai 8% dan kadar maximum pada kadar 5%.

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“…The important role of limestone in the planning of soil stability according to (Tjokrodimuljo,1992), "as a non-brittle material, easy and fast hardening, good workability and good binding capacity", (Study, Sipil, Teknik, & Kadiri, n.d.). because of its chemical basis, "Limestone contains 98.9% calcium carbonate (CaCO3) and 0.95% magnesium carbonate (MgCO3)", (Zaenuri, 2018). "Compacted soils have reduced available water capacity", (Ogbeche, 2018).…”

Section: Limestone Powdermentioning

confidence: 99%

“…Limestone and Fly-Ash is a formulation to change the classification value of montmorillonite soil in the following paper compilation research. Where, "lime (limestone) is a sedimentary rock which is mainly composed of calcium carbonate (CaCO3)", (Zaenuri, 2018). and Fly-Ash itself is, "general terminology for mild fly ash arising from a combustion process of a material which normally produces ash", (Siswanto, 2019).…”

Section: Introductionmentioning

confidence: 99%

The Effect of Addition of Limestone Powder and Fly – Ash on Land Classification

Candra

Cahyo

Mahardana

2019

scj

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The land is one of the absolute functions in every continuity of the activities of all living things on Earth. The issue of the low soil resilience type of montmorillonite activity indeed remains a problem in construction activities titled construction. Limestone and Fly-Ash is a formulation to change the classification value of montmorillonite soil activity in the following paper compilation research. Soil classification is an effort of the land grouping which is intended to separate the use of land carrying capacity which is more complex for each use of soil structure. The value of the basic soil activity used is 1.3, obtained from the plastic index calculation of 32.56 %divided by the sieve gradation value is smaller than the sieve number 200 by 25.7 %. Thus it shows that the soil structure used for testing is a type of Montmorillonite activity. with the addition of limestone powder additive materials and fly-ash showed activity value const soil structure to be late. In a combination of 5% additive soil activity type which was previously 1.3 (Montmorillonite classification) to 0.8 (Lilite classification), 10% additive to 0.7 (Lilite classification), 15% and 20% additive to 0.5 or Kaolinite classification.

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Penelitian Penggunaan Batu Gamping Sebagai Agregat Kasar Dan Filler Pada Aspal Campuran Ac-Bc

Cited by 6 publications

References 0 publications

Alternatif Penggunaan Agregat Halus Batu Kapur Mantup Dalam Campuran Aspal Panas Ac-Wc

Alternatif Penggunaan Agregat Halus Batu Kapur Mantup Dalam Campuran Aspal Panas Ac-Wc

Penelitian Penambahan Bahan Serbuk Dolomite Dan Pasir Brantas Pada Campuran Aspal Beton

The Effect of Addition of Limestone Powder and Fly – Ash on Land Classification

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