ANALYSIS OF FC'30 MPA FAST TRACK CONCRETE WITH THE ADDITION OF DRAMIX STEEL FIBER AND POLYETHYLENE TEREFTLATE (PET) AS AGGREGATE COARSE SUBSTITUTION FOR ROAD CLASS III

MUHAMMAD NAJIB

Abstract


Fast track concrete is a ready-mix concrete that hardens quickly and can be used directly for traffic. This concrete has special specifications that cover the needs of road pavement segment concrete that is opened for traffic when the concrete age is less than 7 days. This study aims to determine the value of compressive strength and flexural strength of concrete with a comparison of substitution of dramix steel fiber and Polyethylene Terephlate (PET) aggregate. This study uses an experimental method with a trial of testing concrete cylinders and beams with compressive and flexural tests with four compositions of normal concrete, dramix steel fiber substitution concrete, Polyethylene Terephlate (PET) aggregate substitution concrete and concrete with a combination of dramix steel fiber and Polyethylene Terephlate (PET). The composition test was carried out on fast track concrete with a quality of fc'30 Mpa within 4 days including compressive strength and flexural strength when the test object was 4, 7, 14, 21 and 28 days old. The results of the study showed that the use of dramix substitution concrete had the best results with an average compressive strength value of 30 Mpa fast track concrete within 4 days of 29.92 Mpa and a flexural strength of 3.59 Mpa greater than the mixture of substitution concrete Polyethylene Terephlate (PET) aggregate substitution obtained an average compressive strength of 20.785 and flexural strength of 3.35 in a concrete age of 4 days and the combination of dramix substitution and Polyethylene Terephlate (PET) aggregate concrete had an average compressive strength value of 21.31 Mpa and Flexural strength of 3.41 Mpa at the age of 4 days, which later the value will continue to increase until the immersion age of 28 days.

Keywords


Fast track concrete mix, Dramix steel fiber, Polyethylene Terephthalate (PET) Compressive strength, Flexural strength

References


Asyrofi Miranda, Vera Agustiana, dan Mold Isnein. (2020). Pengaruh Penambahan

Serat Baja terhadap Kuat Lentur Balok Beton Bertulang pada Beton Mutu Normal

. Jurnal JRSDD, 5(e-ISSN : 2303-0011), vol. 8, No. 2, 343 - 360

Anung Suwarno, Sudarmono Wahana. (2015) Kajian Penggunaan Limbah Plastik

Sebagai Campuran Aggregat Beton . Jurnal Teknik Sipil vok. 20 No.

Asnan muhammad norr, Rusandi Noor dan Rafidah Azzahra (2018) Inovasi Limbah

Plastik Menjadi Agregat Kasar Dalam Campuran Beton Ringan . Inernational

Kurnal of Engineering& Teknologi, 8(1.1) (2019) 207-212

Bagus, Krisna. 2018. Pengaruh Penambahan Serat Kawat Bendrat Pada Beton Mutu

Tinggi Terhadap Kapasitas Kuat Tekan Dan Kuat Lentur. Skripsi Jurusan

TeknikSipil Universitas Lampung. Bandar Lampung

Bagus, Soebandono. (2013). Perilaku Kuat Tekan dan Kuat Tarik Beton Campuran

Limbah Plastik HDPE. Jurnal Ilmiah Semesta Teknika Vol. 16, No.1 ha 76-82

Direlktolrat Jelndelral Bina Marga (2018). Spelsifikasi Umum Bidang Jalan dan

Jelmbatan. Pusat Litbang Jalan dan Jelmbatan Badan Pelnellitian dan

Pelngelmbangan, Bandung.

Edi Purwanto. (2014). Pengaruh Prosentase Penambahan Serat terhadap Kuat Tekan

dan Kuat Tarik Beton Ringan. Jurnal Rekayasa Vol 15 No.2.

Hus Aini. (2015). Penggunaan Botol Plastik Sebagai Aggregat pada Campuran Beton

dengan Penambahan Silika Fume. Lentera Vol. 15 No.15

Johanes P.E Prijantoro, Steenie E. Wallah, Servie O Dapas (2018). Perilaku Mekanis

Beton Serat dengan Kombinasi Kawat Bendrat dan Dramix 3D. Jurnl Sipil Statik

vol.6 , No.12, (e-ISSN : 2337 – 6732)

SNI 03-1974-1990. 1990. Metode Pengujian Kuat Tekan Beton. Badan Standarisasi

Nasional. Bandung.

SNI 03-4431-1997. 1997. Metode Pengujian Lentur Beton Normal Dengan Dua Titik

Pembebanan. Badan Standarisasi Nasional. Bandung.

Niaga, S. S. (2011, October 11). "Apa Itu Beton Fast Track ? Apa Saja

Kegunaannya?". https://www.niagasinarsentosa.co.id/apa-itu-beton-fast- track

apa-saja-kegunaannya/

Nurfitriani, N., Wibawa, T. P., & Amalia, A. (2019, October). Kualitas Beton Normal

Dengan Penambahan Retarder. In Prosiding Seminar Nasional Teknik Sipil (Vol.

, No. 1, pp. 22-27).

Oki Sandra Pitaloka. (2020). Pengaruh Penambahan Limbah Serat Baja terhadap

Kekuatan dan Modulus Elastisitas Beton. Jurnal Kajian Teknik Sipil, vol.5, No.2

hal. 32-39

Permata, D. M. (2016). Pengaruh Pemanfaatan Limbah Plastik HDPE terhadap Beton

(Doctoral dissertation, Universitas Muhammadiyah




DOI: http://dx.doi.org/10.30659/pondasi.v29i2.40987

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