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All Journal Jurnal Rekayasa Sipil dan Lingkungan Jurnal Kajian Ilmiah Jurnal Teknologi dan Manajemen Ranah Research : Journal of Multidisciplinary Research and Development INTER TECH Semeru Jurnal Pengabdian Masyarakat Semar: Jurnal Pengabdian Kepada Masyarakat
Anik Budiati
Universitas Bhayangkara Surabaya
Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Law, Crime, Criminology & Criminal Justice Public Health Social Sciences Transportation Other

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Pengaruh Pengaruh Substitusi Lateks (Getah Karet) Terhadap Kinerja Karakteristik Lapis Aspal Beton (Laston) dengan Kombinasi Filler Abu Arang Tempurung Kelapa Fillia Indah Kumala Dewi; Anik Budiati
Jurnal Rekayasa Sipil dan Lingkungan Vol 6 No 1 (2022): Jurnal Rekayasa Sipil dan Lingkungan
Publisher : Universitas Jember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.19184/jrsl.v6i1.31896

Abstract

Asphalt concrete is a combination of continuous aggregate gradation with hard asphalt binder (DPUPR, 2014). Asphalt concrete is a combination of aggregate, and asphalt, with or without additives. Latex and coconut shell charcoal ash was chosen as additives because they are abundantly available and easy to obtain. This study used a latex percentage of 1%; 2%; and 3%, as well as filler from coconut shell charcoal of 1%; 1.5%, and 2%. The aim of the study was to obtain the effect of the substitution of latex (rubber sap) and filler from coconut shell charcoal on the performance characteristics of asphalt concrete (laston). Material testing methods and marshall testing are guided by Bina Marga 2018. To get the optimum asphalt content (KAO) it is tested with three variations of the percentage of asphalt content and is obtained at 5%. This value is then used for Marshall stability testing with additives. The test results show that the substitution of latex and coconut shell charcoal filler can increase the value of marshal stability and flexibility of the mixture at 3% latex and charcoal ash content. These results are in accordance with the characteristics of the lastton in the 2018 Bina Marga Specifications. ABSTRAK Aspal beton merupakan gabungan gradasi agregat menerus dengan bahan pengikat aspal keras (DPUPR, 2014). Aspal beton merupakan gabungan dari agregat, aspal, dengan atau tanpa bahan tambahan. Lateks dan abu arang tempurung kelapa dipilih sebagai bahan aditif karena melimpah ketersediaan dan mudah didapat. Penelitian ini menggunakan prosentase lateks sebesar 1%; 2%; dan 3%, serta filler dari arang tempurung kelapa sebesar 1%; 1,5%, dan 2%. Tujuan Penelitian untuk mendapatkan pengaruh substitusi lateks (getah karet) dan filler dari arang tempurung kelapa terhadap kinerja karakteristik aspal beton (laston). Metode pengujian material dan pengujian marshall berpedoman pada Bina Marga 2018. Untuk mendapatkan kadar aspal optimum (KAO) diujikan dengan tiga variasi prosentase kadar aspal dan di dapatkan sebesar 5%. Nilai ini selanjutnya digunakan pengujian stabilitas marshall dengan bahan aditif. Hasil pengujian menunjukkan bahwa substitusi lateks dan filler arang tempurung kelapa dapat menambah nilai stabilitas marshal dan fleksibilitas campuran pada kadar lateks dan abu arang 3%. Hasil tersebut sesuai dengan karakteristik laston dalam Spesifikasi Bina Marga 2018.
Pengaruh Penambahan Crumb Rubber (Cr) Terhadap Parameter Marshall Pada Campuran Lapis Aspal Beton (LASTON) Untuk Lalu Lintas Sedang Anik Budiati
INTER TECH Vol 1 No 1 (2023): INTER TECH
Publisher : Fakultas Teknik Universitas Bhayangkara Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54732/i.v1i1.1019

Abstract

Penggunaan karet ban bekas (Crumb Rubber) sebagai bahan tambah merupakan salah satu alternative untuk mengurangi penggunaan bahan aspal disamping mengurangi pencemaran lingkungan. Hadiwiyono (2012), meneliti pengaruh penambahan parutan ban karet terhadap marshall. Prosentase kadar aspal yang digunakan 7% sampai 9% aspal yang dicampur dengan 20%, 21% dan 22% serbuk karet ban bekas. Dari hasil uji stabilitas marshal didapatkan nilai optimun penetrasi dan daktilitas pada kadar aspal 7% dengan serbuk ban 22%, hasil uji penetrasi menunjukan angka rata-rata 65 memenuhi persyaratan SNI 06-2456-1991) dan nilai daktilitas rata-rata 68,1, nilai ini tidak memenuhi persyaratan SNI 2432-2011 (≥100 cm). Berdasarkan hal diatas didapatkan hasil bahwa penambahan CR mempunyai pengaruh yang dapat meningkatkan nilai Volumetrik dan Marshall . Hasi penelitian ini ini dilanjutkan dengan kadar CR yang berbeda, dan didapatkan hasil terbesar dari test volumetrik didapatkan nilai MQ 497,3 kg/mm pada varian nomor 11 dengan kadar aspal 5,8% dan CR 4%, nilai VIM 3,13% pada varian nomor 11 dengan kadar aspal 5,8% dan CR 4% dan nilai VMA 19,42% pada varian nomor 8 dengan kadar aspal 5,8% dan CR 3%. Dan untuk nilai terbesar test marshall didapatkan nilai stabilitas 1180,80 kg pada varian nomor 8 dengan kadar aspal 5,8% dan CR 3%, nilai flow 2,69 mm .Varian tersebut telah memenuhi spesifikasi SNI Bina Marga 2010 Rev 3 untuk lalu lintas sedang.
Studi Kinerja Angkutan Umum Menggunakan Metode Quality Fuction Deployment (QFD) Studi Kasus: PO. Bus Trayek Surabaya-Tulungagung Budiati, Anik; Novitasari, Kiki Dea
INTER TECH Vol 2 No 1 (2024): INTER TECH
Publisher : Fakultas Teknik Universitas Bhayangkara Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54732/i.v2i1.1139

Abstract

Undang-Undang nomor 37 Tahun 2017 pasal 10 bahwa untuk angkutan umum dilakukan evaluasi dalam setiap 5 tahun sekali (Pemerintah Indosesia, 2017) dan peraturan Undang-Undang Nomor 46 Tahun 2019 tentang standart pelayanan angkutan umum meleiputi keamanan, keselamatan, keterjangkuan, dan kesetaraan(President of the Republic of Indonesia, 2019). Dalam penelitian ini dilakukan studi evaluasi terhadap bus dengan trayek Surabaya-Tuluangung bertujuan untuk mendapatkan standart pelayanan umum yang diinginkan oleh konsumen atau pengguna. Metode yang digunakan dalam penelitian ini adalah metode Quality Function Deployment (QFD) yaitu merupakan metode untuk membantu perusahan dalam prosen pelayanan dengan menerjemahkan keinginan konsumen. Data didapatkan dengan wawancara kepada responden di dalam bus dengan jumlah responden 70 penumpang.. Uji validitas dan reliabilitas data menggunakan bantuan Sofwer SPSS 24 dan didapatkan nilai singnifikasi yaitu 0,05 dengan nilai n=70 dan r tabelnya adalah 0,235. Berdasarkan metode Quality Function Deployment (QFD) didapatkan hasil nilai rata-rata untuk Overall Importance adalah 0,94 untuk kepentingan Absolut didapat hasil anilai rata-rata 12,85 dan untuk hasil rata-rata Servqual Score adalah -0,2. Kesimpulan yang didapat adalah bahwa atribut kualitas pelayanan bus belum terpenuhi oleh harapan masyarakat yaitu pada atribut pelayanan adanya rak bagasi didalam bus, atribut tersedianya peralatan hiburan seperti televisi dan (sound system) dan atribut pemberian penangan dan keluhan yang diberikan oleh perusahan terhadap konsumen.
Perilaku Beton Porous Dengan Penambahan Zat Aditif Superplastizer (Sika Viscocrete) Ghozi, Mohammad; Budiati, Anik; Yamil Aziz, Haitsam
INTER TECH Vol 2 No 2 (2024): INTER TECH
Publisher : Fakultas Teknik Universitas Bhayangkara Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54732/i.v2i2.1172

Abstract

ABSTRACT According to ACI 522R-10, Larvious Concrete, or Pervious Concrete is defined as concrete that has a slump value almost close to zero, which is formed from Portland cement, coarse aggregate, a little or No. fine aggregate, admixture, and water. Potons concrete (Previous concrete) is an environmentally friendly concrete that has cavities andi s returnable, so it can allow water to flow trough the cavities formed. Porous concrete is composed of coarse is composed of coarse aggregate covered with a thin layer of cement paste of around 1,3 mm. This research compares the compressive strength values of peggyz concrete, and the porosity of normal concrete with a mixture of Sika Viscocrete additives with compositions of 0,5%, 1%, 1,5%, and 2% based on the ASTM C1754-12 method in SKh- 1.5.14 Porous Concrete, The results of the research showed the average compressive strength of normal porous concrete at 7 days was 3,22 MPa, 3,14 MPa at 14 days, 3,39 MPa at 21 days and 4,28 MPa at 28 days. Meanwhile, the highest compressive strength of porous concrete wa at a percentage of 0,5% at 28 days with a value of 3,69 MPa. For the normal concrete porosity test value, it was found to be 14,12%, while 0,5%  additive was 12,29 MPa, 1% additive was 12,76 MPa, 1,5% was 12,45 MPa and 2% additive was 11,9%. From this research, there are 4 variants of adding Sika Viscocrete additives to the weight of the cement composition, namely 0,5%, 1%, 1,5%, and 2% with a sample size of 3 samples for each variant. Material testing methods and calculating the compressive strength of normal porous concrete with the addition of mixture of additives obtained the average compressive strength and also the prosity value of porous concrete. Keywords : Normal Porous Concrete, Additives, Concrete Compressiive Strength ABSTRAK Menurut ACI 522R-10, Beton Porous didefinisikan sebagai beton yang memiliki nilai slump hampir mendekati nol, yang terbentuk dari semen Portland, agregat kasar, sedikit agregat halus atau tidak sama sekali, campuran tambahan (admixture), dan air. Beton porous (pervious concrete) merupakan beton ramah lingkungan yang mempunyai rongga dan bersifat permeabilitas, sehingga dapat  memungkinkan mengalirkan air melaui rongga yang terbentuk. Beton porous terususun atas agregat kasar yang diselimuti dengan lapisan pasta semen tipis sekitar 1,3 mm.  Penelitian ini membandingkan nilai kuat tekan beton porous dan porositas beton normal dengan campuran zat aditif Sika Viscocrete dengan komposisi 0,5%, 1%, 1,5%, dan 2% yang didasarkan pada metode ASTM C1754-12 pada SKh-1.5.14 Beton Porous. Hasil penelitian didapatkan rata-rata kuat tekan beton porous normal pada umur 7 hari sebesar 3,22 MPa, umur 14 hari sebesar 3,14 MPa, umur 21 hari 3,39 MPa dan umur 28 hari 4,48 MPa. Sedangkan kuat tekan teringgi beton porous pada  prosentase 0,5 % pada umur 28 hari dengan nilai 3,69 MPa. Untuk nilai pengujian porositas beton normal didapatkan 14,12% sedangkan 0,5% zat aditif sebesar 12,29 Mpa, 1% zat aditif sebesar 12,76%, 1,5% zat aditif sebesar 12,45 Mpa dan 2% zat aditif 11,9 %. Dari penelitian ini, terdapat 4 varian penambahan zat aditif Sika Viscocrete terhadap berat komposisi semen yaitu, 0,5%, 1%, 1,5% dan 2% dengan jumlah sampel masing- masing varian  sebanyak 3 benda uji. Metode pengujian material dan perhitungan kuat tekan beton porous normal dengan penambahan campuran zat aditif didapatkan kuat tekan rata- rata dan juga nilai porositas pada beton porous. Kata Kunci : Beton porous normal, Zat aditif, Kuat Tekan beton
Studi Panjang Antrian Lalu Lintas Simpang Bersinyal Berdasarkan Metode PKJI 2023 Dan HCM 2010 Budiati, Anik; Rizki Amalia Fitri, Anisa; Pacama Fajrinia, Citto
INTER TECH Vol 2 No 2 (2024): INTER TECH
Publisher : Fakultas Teknik Universitas Bhayangkara Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54732/i.v2i2.1200

Abstract

ABSTRACT Traffic congestion is a problem that greatly affects the performance of road services, resulting in obstruction of road user activities. Congestion often occurs in intersection areas, especially in commercial type intersection areas. Unbalanced road capacity will cause long queues and large delays. The aim of this research is to solve problems that are appropriate to these problems.In this research, samples taken in the field include road geometry, traffic volume, red time and queue length. The location chosen was a signalized intersection with different geometric conditions in the city of Surabaya with a direct left turn treatment. The method used in calculating this research is PKJI 2023 and HCM 2010. Based on the research results, the correlation value for PKJI 2023 queue length with the regression equation Y = 37,780 – 1,476 X1 – 0.172 X2 + 2,054 29,937 + 13,090 X1 + 1,123 X2 + 0.002 X3. Based on the results obtained, Queue Length is influenced by Road Width and Red Time. With the difference in the 2010 HCM Queue Length value being 80% greater than PKJI 2023. Keywords: HCM 2010, Queue Length, PKJI 2023, Signalized Intersection, Correlation ABSTRAK Kemacetan lalu lintas menjadi suatu permasalahan yang sangat mempengaruhi kinerja pelayanan suatu jalan yang mengakibatkan terhambatnya aktivitas pengguna jalan. Kemacetan sering terjadi dikawasan Persimpangan terutama didaerah Simpang dengan Tipe Komersial. Tidak seimbangnya kapasitas jalan akan menyebabkan antrian yang panjang dan waktu tundaan yang besar. Tujuan dari penelitian ini untuk memecahkan masalah yang sesuai dengan permasalahan tersebut. Dalam penelitian ini, sampel yang diambil di lapangan meliputi geometri jalan, volume lalu lintas, waktu merah, dan panjang antrian. Lokasi yang dipilih yaitu simpang bersinyal dengan kondisi geometri yang berbeda di Kota Surabaya dengan perlakuan belok kiri langsung. Metode yang digunakan dalam perhitungan penelitian ini yaitu PKJI 2023 dan HCM 2010. Berdasarkan hasil penelitian, didapatkan nilai korelasi panjang antrian PKJI 2023 dengan persamaan regresi Y = 37.780 – 1.476 X1 – 0.172 X2 + 2.054 X3 sedangkan nilai korelasi untuk HCM 2010 yaitu Y= -29.937 + 13.090 X1 + 1.123 X2 + 0.002 X3. Berdasarkan hasil yang telah diperoleh Panjang Antrian dipengaruhi oleh Lebar Jalan dan Waktu Merah.Dengan selisih nilai Panjang Antrian HCM 2010 lebih besar 80% dibanding PKJI 2023.  Kata Kunci : HCM 2010, Panjang Antrian, PKJI 2023, Simpang Bersinyal, Korelasi
Perencanaan Struktur RSNU Bondowoso Ghozi, Mohammad; Dwivan, Muamar; Budiati, Anik; Zuhdi, Ubaidillah; Sutowijoyo, Hendro
Semeru: Jurnal Pengabdian Kepada Masyarakat Volume 1 Nomor 2 Tahun 2024
Publisher : LPPM Universitas Bhayangkara Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55499/semeru.v1i02.1174

Abstract

Gedung rumah sakit ini direncanakan dibangun di kota Bondowoso. Struktur gedung didesain menggunakansistem Struktur Rangka Pemikul Momen Khusus (SRPMK) berdasarkan Tata Cara Perhitungan Struktur BetonUntuk Bangunan Gedung (SNI 2847:2019). Analisis beban gempa menggunakan metode spektrum responberdasarkan Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non Gedung(1726:2019). Adapun penggunaan konsep ini bertujuan agar apabila terjadi gempa kuat yang menyebabkanterbentuknya sendi plastis pada elemen struktur diharapkan dapat terjadi pada balok. Pada disain pondasi telahdiakomodasi kemungkinan terjadinya likuifaksi. Dari hasil perhitungan yang telah dilakukan menunjukan bahwastruktur Gedung Rumah Sakit NU Bondowoso ini aman secara analisis.
Model of The Distance Between The Readability of Word Messages on Conventional Signs and Electronic Signs Budiati, Anik
Ranah Research : Journal of Multidisciplinary Research and Development Vol. 6 No. 5 (2024): Ranah Research : Journal Of Multidisciplinary Research and Development (Juli 20
Publisher : Dinasti Research

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.38035/rrj.v6i5.1083

Abstract

Traffic signs are divided into conventional signs and electronic signs. The message conveyed is in the form of a pigtogram and/or electronic message. (Budiati, 2014) compared the legibility distance of letter dimensions on conventional signs, it was found that H=1.032+0.273D with H being the height of the letter and D being the reading distance. (Budiati, 2023), examined the relationship between the driver's reading speed and the number of words and lines in the Variable Message Sigh. This research produces a reading speed of 1.37 words/second. The research was continued to obtain a modeling of the readability distance for conventional and electronic word message signs with the dependent variable (Y) reading distance. Data on reading distance and reading time in the field were analyzed using the SPSS v.23 approach, and the obtained was Y= 2.990 (X1) + 0.009(X2) + 0.001(X3) for conventional signs Y = 3.557 (X1) + 0.440 (X2) + 0.004 (X3), while Based on collineatity the modeling value of reading distance (2) versus reading distance 1 is as follows: Y = 5.463 + 0.513 (X1) + 0.10 (X2) + 0.009 (X3) + 0.004.
Design of E.R. Building At Ct Arsa Palu Hospital With Liquefaction Potential Ghozi, Mohammad; Yulianto, Achmad; Budiati, Anik
Ranah Research : Journal of Multidisciplinary Research and Development Vol. 6 No. 5 (2024): Ranah Research : Journal Of Multidisciplinary Research and Development (Juli 20
Publisher : Dinasti Research

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.38035/rrj.v6i5.1084

Abstract

This design hospital building is planned to be built in the city of Palu. Palu City has high earthquake potential, has history of liquefaction, tsunami and landslides disasters. Thorough design is needed so that this hospital building still become a place for health services after a disaster occurs. The building was designed using the Special Moment Resisting Frame Structure system based on the SNI. Earthquake load analysis uses the response spectrum method based on Earthquake Resistance Planning Procedures (SNI 1726:2019). This concept obtains structure design that meets SNI and still strong in strong earthquake and liquefaction. Analysis has been carried out and it was found that the potential for liquefaction to occur at a depth of 1.5 M to 4.5 M so that the foundation chosen was 4 piles with a diameter of 40 cm, a depth of 6 meters per pile cap. From the results of calculations, it shows that the structure of the emergency room building at CT Arsa Palu Hospital is safe from an analytical perspective.
Kuat Tekan Beton Dengan Dan Tanpa Penambahan Silica Fume Dalam Rendaman Air Laut Ghozi, Mohammad; Budiati, Anik; Priambada, Agoes Wahyu; Sabariman, Bambang; Suryadi, Akhmad
INTER TECH Vol 3 No 1 (2025): INTER TECH
Publisher : Fakultas Teknik Universitas Bhayangkara Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54732/i.v3i1.1246

Abstract

Marine concrete is used for structures in marine environments that are susceptible to chemical attacks such as sulfates and chlorides. This study aims to analyze the effect of adding 7% silica fume on the compressive strength of marine concrete soaked in seawater. The experimental research method was carried out by making 12 concrete cylinder samples (diameter 15 cm × height 30 cm), consisting of two variations: concrete without silica fume and concrete with 7% silica fume. Compressive strength testing refers to SNI 03-1974-1990 and ASTM C39, with seawater immersion for 50 days and testing at the ages of 14, 28 and 50 days. The results showed that concrete with 7% silica fume achieved an average compressive strength of 39.90 MPa at the age of 28 days, higher than concrete without silica fume (37.64 MPa). This increase is due to the pozzolanic reaction of silica fume which fills the pores of the concrete and forms calcium silicate hydrate (CSH) compounds, increasing the density of the concrete matrix. The slump value of both concrete variations is stable at 12 cm, meeting the planned workability criteria. This study states that the addition of 7% silica fume is effective in increasing the compressive strength and resistance of marine concrete to the marine environment. Recommendations include the use of silica fume for marine structures, strict supervision in mixing materials, and optimization of mixing time to prevent too fast setting time. This study contributes to the development of environmentally friendly concrete with high durability in coastal areas.
Properties Aspal Akibat Substitusi Getah Karet Dengan Filler Abu Arang Tempurung Kelapa Budiati, Anik; Dewi, Fillia Indah Kumala; Alwi, Mukhammad Khafid Zakiya; Fajrinia, Citto Pacama
INTER TECH Vol 3 No 1 (2025): INTER TECH
Publisher : Fakultas Teknik Universitas Bhayangkara Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54732/i.v3i1.1257

Abstract

The use of additives originating from nature in the form of latex (rubber latex) and charcoal ash from coconut shells is expected to be a solution in improving the quality of road pavement. Latex (rubber latex) substitution of 1%, 2% and 3% and charcoal ash of 1%; 1.5%; and 2% were used in this research, with the aim of determining the effect of additives on asphalt properties values based on the 2018 Bina Marga Specifications. In the penetration test there was a decrease with an optimum substitution of 59.1 at a proportion of 2% latex and 1.5% charcoal ash. . In flash point and burn point tests, the addition of latex and charcoal ash caused the asphalt to heat up more quickly at lower temperatures than asphalt without additional ingredients. In testing the flash point and burning point, the optimum substitution was 1% latex and 1.5% charcoal ash. Meanwhile, in the ductility test, with the substitution of 1% latex and 1.5% charcoal ash, a ductility value of 105 mm was obtained. From several tests, it was concluded that the optimum substitution was for the 2% latex variant and 1.5% charcoal ash. These results meet the 2018 Bina Marga Specifications
Co-Authors Alwi, Mukhammad Khafid Zakiya Argya Satyadini Mangku Praja Bambang Sabariman Choiruddin, Muhammad Citto Pacama Fajrinia Denatara, eskar Tri Dewi, Fillia Indah Kumala Dwivan, Muamar Fajrinia, Citto Pacama Fillia Indah Kumala Dewi Hilman Aqil, Melvin Iskandar Zulkarnaen Iwan Abadi Iwan Abadi Juli Nurani Mohammad Ghozi Nina Saraswati Novitasari, Kiki Dea OKTAVIANSYAH, RANGGA Pacama Fajrinia, Citto Pamungkas, Sutandyo Lukito Priambada, Agoes Wahyu Pujo Iswahyudi Putri Arnita, Ni Putu Rizki Amalia Fitri, Anisa Steven Endrow Suryadi, Akhmad Sutowijoyo, Hendro Triana Sunjaya Ubaidillah Zuhdi Verdy Ananda Upa Yamil Aziz, Haitsam Yana Kusnadi Srijadi Yana Kusnandi Srijadi Yulianto, Achmad