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All Journal Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Pilar Teknologi : Jurnal Penelitian Ilmu-ilmu Teknik International Journal of Multidisciplinary: Applied Business and Education Research Rekayasa: Jurnal Teknik Sipil
Irwanto, Taurina Jemmy
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Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Environmental Science Medicine & Pharmacology Transportation

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PENGARUH VARIASI SUHU PENCAMPURAN DAN PEMADATAN AGREGAT BATU PECAH MADURA (DESA ASEM JARAN KECAMATAN BANYUATES KABUPATEN SAMPANG) PADA CAMPURAN ASPAL PANAS (HOTMIX) ASPHALT CONCRETE WEARING COURSE (ACWC), TERHADAP KARAKTERISTIK MARSHALL Irwanto, Taurina Jemmy
JURNAL PILAR TEKNOLOGI : Jurnal Ilmiah Ilmu Ilmu Teknik Vol 4, No 1 (2019): Jurnal Pilar Teknologi
Publisher : LPPM Universitas Merdeka Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33319/piltek.v4i1.19

Abstract

 AbstractThe mixing temperature has a role in the asphalt smelting process against aggregate, while the compaction temperature has a depth in the density level of the hot asphalt mixture. The better the mixing and compaction process, the better the mixing and compaction process, the better the performance of the asphalt mixture, the better the performance of the asphalt mixture, the better the paved mixture is planned according to the general specifications of Bina Marga 2010. The mixture of mixtures used is Concrete Wearing Course (ACWC). In this study aims to determine the effect of variations in mixing temperature and compaction on the mixture ACWC hot asphalt using broken stone Asem Jaran Distric Banyuates Sampang. Temperature variations used are 160/1460C, 170/1560C, 180/1660C ,  190/1760C  and  200/1860C  with asphalt content 5,2%, 5,7% dan 6,2%. The test uses the Marshall test method by looking for the charcteristic values of Marshall. Based on the results of testing in the laboratory, it was found an increase in the value of Marshall characteristics from variations in temperature 160/1460C to 170/1560C temperature variations and to decrease the test result of Marshall characteristics values at a temperature variation of 180/1660C ,  190/1760C and 200/1860C so that it was concluded that the use of mixing temperature and optimum compaction at a temperature variation of 170/1560C. Keywords: Temperature, Temperature Variation, Marshall Test, Asphalt concrete Wearing Course (ACWC).  
Pemanfaatan Material Lokal Dan Produk Samping Industri Sebagai Agregat Batu Pecah Dan Filler terrhadap Kinerja Marshall pada Campuran Panas Aspal Beton Lapis Permukaan Aus (ACWC) Asmaroni, Dedy; Irwanto, Taurina Jemmy
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 2 No 1: March 2019
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v2i1.1243

Abstract

The use of ACWC asphalt as a surface layer in Madura continues to increase as traffic growth increases following the opening of the Suramadu Bridge. In addition to having the advantages of stability in accepting loads compared to other types of surface layers, ACWC asphalt is also easily made and carried out in the field. However, asphalt mixing plant (AMP) companies in Madura still use materials from outside Madura as coarse aggregates such as river breaking stones and fly ash and cement used as fillers to improve stability. Based on this, this research was carried out by utilizing local meter which has the same properties in the form of local Madura crushed stone which will be used as coarse aggregate and industrial by-products in the form of rice husk ash (by-product of brick industry) and limestone powder (limestone mining byproducts ) used as filler. For this purpose samples were made with the percentage of filler used was 2%, 4%, 6%, 8% and 10%. Marshall test testing includes calculation of density, flow, VMA, VIM, VFB, and stability. From the test results, AC-WC uses local materials with both types of filler, namely Limestone and Rice Husk Ash. There is one type of mixture that meets the Marshall characteristics, namely the use of local materials and filler of limestone 8% asphalt variation 6.5%. With a value of 2,285 Density, 1,852,863 kg Stability, Flow 3,467 mm, Marshall Quotient 534,48 kg / mm, VIM 3,058%, V.M.A 15,941%, VFB 80,819%. While the local material and fillers of Rice Husk Ash from the results of Marshall Test for Flow, VIM, and VFB did not meet the requirements so that the use of rice husk ash filler could not be used as a substitute for cement.
Pengaruh Pemanfaatan Limbah Kulit Kerang Bambu Sebagai Pengganti Sebagian Semen Terhadap Kuat Tekan Beton dengan Penggunaan Agregat Kasar Madura Irwanto, Taurina Jemmy; Irmawan, Agus
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 4 No 1: March 2021
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v4i1.3360

Abstract

Concrete is a mixture of Portland cement, fine aggregate, coarse aggregate and water, the author tries to use local Madura crushed stone and bamboo shells as a partial substitute for cement to determine whether the effect of utilizing local waste and materials on the planned compressive strength of concrete. In addition to the use of local materials, it is used shellfish waste which is expected to be able to provide the latest innovations in the world of construction in the future. In this test, concrete is planned in the form of a cube of size 15x15x15 cm, and tested at the age of 7 days and 28 days for each variation of the mixture, the research was carried out using several variations of the concrete mixture, namely, 0%, 2%, 4% and 6% replacement of cement with shells. bamboo shells, where later the 0% variation will be the benchmark for each variation. From the results of testing the chemical content of bamboo clam shells, it was found that the content of lime (CaO) was 98.23%. The results of the compressive test for each variation resulted in an increase in compressive strength from each variation. The greatest increase in compressive strength is at 6% variation with the resulting compressive strength of 21.94 MPa.
Pemanfaatan Material Lokal Dan Produk Samping Industri Sebagai Agregat Batu Pecah Dan Filler terrhadap Kinerja Marshall pada Campuran Panas Aspal Beton Lapis Permukaan Aus (ACWC) Asmaroni, Dedy; Irwanto, Taurina Jemmy
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 2 No. 1: March 2019
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v2i1.1243

Abstract

The use of ACWC asphalt as a surface layer in Madura continues to increase as traffic growth increases following the opening of the Suramadu Bridge. In addition to having the advantages of stability in accepting loads compared to other types of surface layers, ACWC asphalt is also easily made and carried out in the field. However, asphalt mixing plant (AMP) companies in Madura still use materials from outside Madura as coarse aggregates such as river breaking stones and fly ash and cement used as fillers to improve stability. Based on this, this research was carried out by utilizing local meter which has the same properties in the form of local Madura crushed stone which will be used as coarse aggregate and industrial by-products in the form of rice husk ash (by-product of brick industry) and limestone powder (limestone mining byproducts ) used as filler. For this purpose samples were made with the percentage of filler used was 2%, 4%, 6%, 8% and 10%. Marshall test testing includes calculation of density, flow, VMA, VIM, VFB, and stability. From the test results, AC-WC uses local materials with both types of filler, namely Limestone and Rice Husk Ash. There is one type of mixture that meets the Marshall characteristics, namely the use of local materials and filler of limestone 8% asphalt variation 6.5%. With a value of 2,285 Density, 1,852,863 kg Stability, Flow 3,467 mm, Marshall Quotient 534,48 kg / mm, VIM 3,058%, V.M.A 15,941%, VFB 80,819%. While the local material and fillers of Rice Husk Ash from the results of Marshall Test for Flow, VIM, and VFB did not meet the requirements so that the use of rice husk ash filler could not be used as a substitute for cement.
Pengaruh Pemanfaatan Limbah Kulit Kerang Bambu Sebagai Pengganti Sebagian Semen Terhadap Kuat Tekan Beton dengan Penggunaan Agregat Kasar Madura Irwanto, Taurina Jemmy; Irmawan, Agus
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 4 No. 1: March 2021
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v4i1.3360

Abstract

Concrete is a mixture of Portland cement, fine aggregate, coarse aggregate and water, the author tries to use local Madura crushed stone and bamboo shells as a partial substitute for cement to determine whether the effect of utilizing local waste and materials on the planned compressive strength of concrete. In addition to the use of local materials, it is used shellfish waste which is expected to be able to provide the latest innovations in the world of construction in the future. In this test, concrete is planned in the form of a cube of size 15x15x15 cm, and tested at the age of 7 days and 28 days for each variation of the mixture, the research was carried out using several variations of the concrete mixture, namely, 0%, 2%, 4% and 6% replacement of cement with shells. bamboo shells, where later the 0% variation will be the benchmark for each variation. From the results of testing the chemical content of bamboo clam shells, it was found that the content of lime (CaO) was 98.23%. The results of the compressive test for each variation resulted in an increase in compressive strength from each variation. The greatest increase in compressive strength is at 6% variation with the resulting compressive strength of 21.94 MPa.
Pengaruh Penambahan Limbah Kulit Kerang Bambu sebagai Pengganti Sebagian Semen Terhadap Nilai Kuat Geser dan Lebar Retak Balok Beton Bertulang dengan Penambahan Zat Kimia Tipe F (Superplasticizer) IRWANTO, TAURINA JEMMY; Santi, Novarina Dwi
Rekayasa: Jurnal Teknik Sipil Vol 6, No 1 (2021): JURNAL REKAYASA TEKNIK SIPIL
Publisher : Universitas Madura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53712/rjrs.v6i1.1151

Abstract

Beton merupakan salah satu bahan kontruksi yang umum digunakan untuk bangunan gedung, jembatan dan lain-lain. Penelitian ini dilakukan untuk mengetahui pengaruh penambahan limbah kulit kerang bambu sebagai pengganti sebagian semen pada balok beton bertulang dengan dan tanpa penambahan zat kimia tipe F (superplasticizer). Tujuan dari penelitian ini ialah untuk mengetahui nilai kapasitas geser balok beton bertulang dengan penambahan serbuk kerang bambu, dan mengetahui lebar retak balok beton bertulang dengan penambahan serbuk kulit kerang bambu pada saat retak miring terjadi menambahkan zat additive pada campurannya, yang menggunakan sebanyak 4 sample dengan masing-masing variasi campuran 0%, 3%, 4%, dan 5%. Penelitian ini merupakan penelitian kualitatif dengan metode pengujian T-test one sample, untuk menentukan nilai perbedaan dari hasil uji Vu secara analisis dan Vc secara teoritis yang membandingkan satu variabel bebas, yaitu pada hasil uji laboratorium. Hasil perhitungan yaitu 0.046 mm dan 0.039 mm. Berdasarkan hasil perhitungan analisa nilai Vu balok beton bertulang maka hasil yang di dapat adalah  hal ini menunjukkan menerima  dan menolak  yang artinya, adanya peningkatan kapasitas geser beton bertulang dengan menambahkan serbuk kerang bambu.
PENGARUH PENAMBAHAN LIMBAH KULIT KERANG BAMBU SEBAGAI PENGGANTI SEBAGIAN SEMEN TERHADAP NILAI KUAT LENTUR DAN POLA RETAK BALOK BETON BERTULANG DENGAN PENAMBAHAN ZAT KIMIA TIPE F (SUPERPLASTICIZER) IRWANTO, TAURINA JEMMY; Putri, Yunita Ayunda
Rekayasa: Jurnal Teknik Sipil Vol 6, No 1 (2021): JURNAL REKAYASA TEKNIK SIPIL
Publisher : Universitas Madura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53712/rjrs.v6i1.1150

Abstract

Kebutuhan yang meningkat akan beton menimbulkan berbagai inovasi dalam pemilihan material penyusunnya. Keberadaan kerang bambu atau yang lebih dikenal dengan istilah lorjuk (solen vaginalis), merupakan komoditas unggulan di Pulau Madura. Banyak penggunan hanya seputar dagingnya saja, tetapi kulitnya dibuang begitu saja. Maka dari itu untuk mengatasi limbah kulit kerang bambu tersebut, diperlukan adanya sebuah inovasi baru seperti dalam pembuatan beton yang mana kulit kerang bambu digunakan sebagai campuran bahan penyusunnya. Penelitian ini dilakukan untuk mengetahui pengaruh penambahan limbah kulit kerang bambu sebagai pengganti sebagian semen pada balok beton bertulang dengan dan tanpa penambahan zat kimia tipe F (superplasticizer). Tujuan dari penelitian ini ialah untuk mengetahui nilai kuat lentur dan pola retak pada balok beton bertulang dengan menambahkan zat additive pada campurannya, yang menggunakan sebanyak 4 sample dengan masing-masing variasi campuran 0%, 3%, 4%, dan 5%. Penelitian ini menggunakan metode pengujian T-test one sample, untuk menentukan nilai perbedaan dari hasil analisis dan hasil uji laboratorium yang membandingkan satu variabel bebas. Hasil dari penelitian ini nilai Pcr uji balok beton bertulang yang didapat adalah menerima  dan menolak  sehingga ada pengaruh penambahan serbuk kerang bambu terhadap beban yang mampu ditahan balok beton bertulang terhadap Pcr uji pada saat terjadi keruntuhan balok.
The Utilisation of Waste Bamboo Shells as A Filler in The ACWC Mixture on Marshall Characteristics Irwanto, Taurina Jemmy; Setiawan , Aldi; Mukti, M. Hazin
International Journal of Multidisciplinary: Applied Business and Education Research Vol. 3 No. 4 (2022): International Journal of Multidisciplinary: Applied Business and Education Rese
Publisher : Future Science / FSH-PH Publications

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.11594/ijmaber.03.04.18

Abstract

Roads as transportation system infrastructure that are routinely used to support human activities every day must have adequate quality. The increase in the number of public and private vehicles results in the use of roads that continue to increase to the potential road damage if they do not have adequate quality. One of the factors of the quality of road infrastructure is the road pavement. This study is to examine the effects of bamboo shell powder as Filler on the ac-WC hot asphalt mixture on the characteristic value of Marshall. In this study we used Marshall Testing. This research was carried out in laboratories, starting from literature studies, material collection, material testing, determination of mixed plan asphalt levels, preparation and manufacture of test objects and Marshall testing. This study found bamboo shells to be one of the mixed materials in the hot asphalt mixture so that it becomes an asset for residents in the future.
Co-Authors Asmaroni, Dedy Irmawan, Agus Mukti, M. Hazin Putri, Yunita Ayunda Santi, Novarina Dwi Setiawan , Aldi