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All Journal Teknik Sipil dan Arsitektur Jurnal Teknik Sipil REKA RACANA KERN RACIC : Rab Construction Research Journal of Research and Technology JPP IPTEK (Jurnal Pengabdian dan Penerapan IPTEK) Journal on Education Jurnal Penelitian axial : jurnal rekayasa dan manajemen konstruksi Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan) Portal: Jurnal Teknik Sipil Jurnal Review Pendidikan dan Pengajaran (JRPP) Jurnal Kacapuri : Jurnal Keilmuan Teknik Sipil JURNAL TEKNIK SIPIL UNAYA Jurnal Teknik Industri Terintegrasi (JUTIN) Jurnal Teknik Sipil dan Arsitektur Jurnal Pendidikan dan Teknologi Indonesia DEVICE Jurnal Sosial dan Teknologi Extrapolasi Civil and Sustainable Urban Engineering Jurnal Sains dan Teknologi Journal of Scientech Research and Development Prosiding Seminar Nasional Teknik Sipil UMS Jurnal Riset Rumpun Ilmu Teknik (JURRITEK) Jurnal Indonesia Sosial Sains Student Scientific Creativity Journal Indonesian Research Journal on Education Innovative: Journal Of Social Science Research Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri De`Teksi : Jurnal Teknik Sipil SAINTEK Jurnal Teknik AMATA Senadika
Hartatik, Nurani
Universitas 17 Agustus 1945 Surabaya
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KARAKTERISTIK MARSHALL CAMPURAN ASPAL PORUS DENGAN PEMANFAATAN LIMBAH BONGGOL JAGUNG SEBAGAI FILLER Pramanda, Firzi Abi; Hartatik, Nurani; Rizkiardi, Aditya; Prasetyo, Yudi D
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v31i1.5858

Abstract

Porous asphalt is a mixture of hot asphalt with an open gradation, characterized by a high proportion of coarse aggregates and a low proportion of fine aggregates, creating large air voids of around 18% - 25% in the mixture structure. These air voids are designed to allow water flow during rain, thus reducing the occurrence of surface water pooling on roads. Currently, porous asphalt is being developed as an alternative material for the construction of wearing courses. This study aims to analyze the use of corn cob waste as a filler in porous asphalt mixtures. The study tests the optimum asphalt content (OAC) in mixtures using corn cob ash filler that passes through a No. 200 sieve (0.075 mm) by 1%, with variations of asphalt content at 4%, 4.5%, 5%, 5.5%, and 6%. The determination of optimum asphalt content follows the guidelines set by the Bina Marga Specifications (Revision 2, 2018) and the Australian Asphalt Pavement Association (AAPA 2004), using three main parameters: Marshall, Cantabro Loss (CL), and Asphalt Flow Down (AFD). The results showed that the values of the three main parameters, namely Void in Mixture (VIM) at asphalt contents of 4% - 4.5% (20.81% and 18.25%), met the required range of 18% - 25%, Cantabro Loss (CL) at asphalt contents of 4.5% - 6% (29.10%, 23.61%, 18.69%, 14.29%) met the requirement of ? 35%, and Asphalt Flow Down (AFD) at 4% - 4.5% (0.15% and 0.25%) met the requirement of ? 0.3. The optimum asphalt content (OAC) in this study was found to be 4%.
PENGARUH PEMANFAATAN LIMBAH SANDAL JEPIT TERHADAP PARAMETER MARSHALL PADA CAMPURAN ASPAL PORUS Darurrizqi, Muhammad; Hartatik, Nurani; Prasetyo, Yudi D.
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v31i1.5859

Abstract

The rapidly growing industrial sector in Indonesia, ranging from home-based industries to large-scale enterprises, has the potential to generate inorganic waste containing hazardous chemicals that are difficult to decompose and may have adverse impacts on the environment. This study specifically examines waste produced from the slipper manufacturing process by a home-based industry located at Jl. Wadungasri No. 43, Waru, Sidoarjo, as an additive material in porous asphalt mixtures. Porous asphalt is a modern technology within the category of flexible pavement designed to address water puddling issues on road surfaces, owing to its physical structure that contains voids allowing water to pass through. The research methodology employed in this study follows the approach proposed by the Australian Asphalt Pavement Association (AAPA, 2004), in which the Optimum Asphalt Content (OAC) obtained was 4.72%. The testing conducted using an OAC of 4.72% involved substituting waste material into the total mixture with variations of slipper waste content at 0%, 1.5%, 3%, and 4.5%. In accordance with the porous asphalt parameters specified by the Australian Asphalt Pavement Association (2004), at an Optimum Asphalt Content (OAC) of 4.72% and with a recycled flip-flop waste variation of 1.5%, the average Cantabro Loss (CL) obtained was 28.34%, the average Air Flow Density (AFD) was 0.19%, the average Marshall Stiffness (MQ) was 614.1 kg/mm, the average stability was 1217.7 kg, and the average Voids in Mix (VIM) was 20.5%. At an OAC of 4.72% and a waste variation of 3%, the average CL obtained was 33.44%, the average AFD was 0.13%, the average MQ was 621.3 kg/mm, the average stability was 896.2 kg, and the average VIM was 21.5%. At an OAC of 4.72% and a waste variation of 4.5%, the average CL obtained was 36.76%, the average AFD was 0.07%, the average MQ was 529.4 kg/mm, the average stability was 554.6 kg, and the average VIM was 24.9%. Keyword: AAPA 2004, Open Graded, Flip Flops Waste, Marshall Test.
Evaluasi Kinerja Lalu Lintas pada Simpang Bersinyal Marvel Menggunakan Metode MKJI 1997 dan Simulasi VISSIM Hariza, Sakhwal; Hartatik, Nurani
Jurnal Sains dan Teknologi (JSIT) Vol. 5 No. 3 (2025): September-Desember
Publisher : CV. Information Technology Training Center - Indonesia (ITTC)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/jsit.v5i3.3782

Abstract

The traffic performance evaluation at Marvel Intersection in Surabaya was conducted using two main approaches: the Indonesian Highway Capacity Manual (MKJI) 1997 and micro-simulation with PTV VISSIM software. This study aims to analyze the intersection’s performance based on parameters such as degree of saturation (DS), average delay, queue length, and level of service (LOS). Primary data were collected through traffic volume surveys and geometric observations, while secondary data were obtained from relevant agencies. The results indicate that the Marvel Intersection experiences significant congestion during peak hours, with LOS approaching category F. Model validation was performed by comparing VISSIM simulation results with MKJI 1997 calculations to ensure accuracy. The validation process showed acceptable error levels, confirming the reliability of both methods. Based on the findings, improvement proposals such as signal cycle time optimization and re-evaluation of traffic flow distribution are suggested to enhance intersection performance. This research also emphasizes the importance of integrating manual and simulation-based approaches in urban traffic performance analysis. The use of both methods provides a comprehensive.
Analisis Kinerja U-Turn pada Ruas Jalan Perak Timur dan Perak Barat Kota Surabaya Wahyu Dimas Nur Mahendra; Nurani Hartatik; Laily Endah Fatmawati
JURAL RISET RUMPUN ILMU TEKNIK Vol. 3 No. 2 (2024): Oktober : Jurnal Riset Rumpun Ilmu Teknik
Publisher : Pusat riset dan Inovasi Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55606/jurritek.v5i1.7511

Abstract

The growth in the number of vehicles in Surabaya has led to increased traffic congestion, particularly on the Perak Timur–Perak Barat road section, which serves as a major distribution route to the port and industrial areas. Problems arise at U-Turn points, where vehicle accumulation hampers traffic flow. This study analyzes traffic volume, travel time, queue length, and queue ratio at two U-Turn points on this section. The method used was a field survey with direct observation of vehicle volume every 15 minutes, vehicle classification, and queue length. Traffic volume was calculated using the Passenger Car Equivalent (PCE) factor based on the 1997 MKJI standards. The study results show that at Point 1, east–west direction, the highest queue ratio occurred on Tuesday from 11:00 to 12:00 (p = 4.84), while the lowest was on Sunday from 06:00 to 07:00 (p = 0.21). At Point 2, west–east direction, the highest queue ratio occurred on Tuesday from 08:00 to 09:00 (p = 6.18), and the lowest from 06:00 to 07:00 (p = 0.41). These findings indicate that during peak hours, traffic congestion increases (p > 1), causing long queues, particularly in the west–east direction in the morning. The performance of the U-Turn on the Perak Timur–Perak Barat road section needs improvement, with recommendations such as temporarily closing U-Turns during high volumes, providing alternative U-Turn lanes, and adding signs to minimize the potential for vehicle conflicts.
KARAKTERISTIK MARSHALL CAMPURAN ASPAL PORUS DENGAN PEMANFAATAN LIMBAH BONGGOL JAGUNG SEBAGAI FILLER Pramanda, Firzi Abi; Hartatik, Nurani; Rizkiardi, Aditya; Prasetyo, Yudi D
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v31i1.5858

Abstract

Porous asphalt is a mixture of hot asphalt with an open gradation, characterized by a high proportion of coarse aggregates and a low proportion of fine aggregates, creating large air voids of around 18% - 25% in the mixture structure. These air voids are designed to allow water flow during rain, thus reducing the occurrence of surface water pooling on roads. Currently, porous asphalt is being developed as an alternative material for the construction of wearing courses. This study aims to analyze the use of corn cob waste as a filler in porous asphalt mixtures. The study tests the optimum asphalt content (OAC) in mixtures using corn cob ash filler that passes through a No. 200 sieve (0.075 mm) by 1%, with variations of asphalt content at 4%, 4.5%, 5%, 5.5%, and 6%. The determination of optimum asphalt content follows the guidelines set by the Bina Marga Specifications (Revision 2, 2018) and the Australian Asphalt Pavement Association (AAPA 2004), using three main parameters: Marshall, Cantabro Loss (CL), and Asphalt Flow Down (AFD). The results showed that the values of the three main parameters, namely Void in Mixture (VIM) at asphalt contents of 4% - 4.5% (20.81% and 18.25%), met the required range of 18% - 25%, Cantabro Loss (CL) at asphalt contents of 4.5% - 6% (29.10%, 23.61%, 18.69%, 14.29%) met the requirement of ? 35%, and Asphalt Flow Down (AFD) at 4% - 4.5% (0.15% and 0.25%) met the requirement of ? 0.3. The optimum asphalt content (OAC) in this study was found to be 4%.
PENGARUH PEMANFAATAN LIMBAH SANDAL JEPIT TERHADAP PARAMETER MARSHALL PADA CAMPURAN ASPAL PORUS Darurrizqi, Muhammad; Hartatik, Nurani; Prasetyo, Yudi D.
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v31i1.5859

Abstract

The rapidly growing industrial sector in Indonesia, ranging from home-based industries to large-scale enterprises, has the potential to generate inorganic waste containing hazardous chemicals that are difficult to decompose and may have adverse impacts on the environment. This study specifically examines waste produced from the slipper manufacturing process by a home-based industry located at Jl. Wadungasri No. 43, Waru, Sidoarjo, as an additive material in porous asphalt mixtures. Porous asphalt is a modern technology within the category of flexible pavement designed to address water puddling issues on road surfaces, owing to its physical structure that contains voids allowing water to pass through. The research methodology employed in this study follows the approach proposed by the Australian Asphalt Pavement Association (AAPA, 2004), in which the Optimum Asphalt Content (OAC) obtained was 4.72%. The testing conducted using an OAC of 4.72% involved substituting waste material into the total mixture with variations of slipper waste content at 0%, 1.5%, 3%, and 4.5%. In accordance with the porous asphalt parameters specified by the Australian Asphalt Pavement Association (2004), at an Optimum Asphalt Content (OAC) of 4.72% and with a recycled flip-flop waste variation of 1.5%, the average Cantabro Loss (CL) obtained was 28.34%, the average Air Flow Density (AFD) was 0.19%, the average Marshall Stiffness (MQ) was 614.1 kg/mm, the average stability was 1217.7 kg, and the average Voids in Mix (VIM) was 20.5%. At an OAC of 4.72% and a waste variation of 3%, the average CL obtained was 33.44%, the average AFD was 0.13%, the average MQ was 621.3 kg/mm, the average stability was 896.2 kg, and the average VIM was 21.5%. At an OAC of 4.72% and a waste variation of 4.5%, the average CL obtained was 36.76%, the average AFD was 0.07%, the average MQ was 529.4 kg/mm, the average stability was 554.6 kg, and the average VIM was 24.9%. Keyword: AAPA 2004, Open Graded, Flip Flops Waste, Marshall Test.
Performance Analysis of an Unsignalized Intersection on the Taman Asri–Tambak Rejo Main Road, Sidoarjo Regency Using the PKJI 2014 Method Tanarubun, Nanda; Hartatik, Nurani; Firmansyah , Mochammad
Jurnal Indonesia Sosial Sains Vol. 6 No. 12 (2025): Jurnal Indonesia Sosial Sains
Publisher : CV. Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/jiss.v6i12.2152

Abstract

Road intersections are points of conflict that often occur during busy hours. One example of an intersection that is the focus of research is a non-signalized three-way intersection on Taman Asri main road in Sidoarjo Regency with a three-arm intersection type, one direction with 2 lanes, two directions with 4 lanes and a median (324M) located on Taman Asri Main Road, Wadung Asri Road, and Rungkut Mananggal Road. This study aims to analyze vehicle traffic volume, traffic flow capacity, and the performance of the unsignalized three-way intersection on Taman Asri Highway in Sidoarjo Regency using the PKJI (Indonesian Road Capacity Guidelines) method to calculate capacity, degree of saturation, and average delay. The data used include road geometric conditions, traffic volume, capacity, and degree of saturation. Data were collected through field surveys. From the analysis of the research results, the highest traffic volume at the unsignalized intersection on the Taman Asri-Tambak Rejo road segment occurred on Friday afternoon at 4042 vehicles/hour, while the lowest traffic volume occurred on Tuesday noon at 2085 vehicles/hour. The highest capacity was on Monday afternoon at 4391 vehicles/hour with a traffic volume of 3784 vehicles/hour. Meanwhile, the lowest capacity was on Saturday noon at 3649 vehicles/hour with a traffic volume of 2495 vehicles/hour. As for the performance of the unsignalized intersection on the Taman Asri-Tambak Rejo road segment with a type 324 intersection, the peak congestion occurred on Friday afternoon, with a degree of saturation of 0.95, queue probability of 36-72, and a delay of 17.10 seconds; however, this unsignalized intersection is still considered to be in good condition, However the saturation level exceeds the maximum limit, as can be seen from the saturation level reaching 0.95, which exceeds the daily saturation value of 0.85 according to the Indonesian Road Capacity Guidelines (PKJI).
Co-Authors abrian amirullah Achmad Restu Ilham Aditya Eka Abdi Susanto Aditya Rizkiardi Agustya, Muhammad Maulana Akbar, Zulva Aulia Atiarani Alivto, Trisna Amar Ardiansyah Andaryati, Andaryati Andi Hendrawan Anggi Aprillia Mandasari ardi, radut Ardiansyah, Surya lham Arviandi, Rachmansyah Bagas Axel Regina Bagas pramana, Dimas Bayu Betty Yuliana Bintang, Audito D. Prasetyo, Yudi Dana, Ari Widia Darurrizqi, Muhammad Deka Maheswara Delvira Hasna Kharima Deva Yudha Pradana Devi Novianti, Rissa Andriana Devi Novianti Dhio Rahmadiansyah Dika Ayu Safitri Ditya, Hagai Yodika Pratama Eka Dhamayanti Eriansyah, Ferdho Ervitasari, Siska Yovina Fadel Ibrahim fadhel muhammad, reza Fahmi, Muhammad Harisul Fahrur Rozi Fanany, Mohammad Iqblal Fatmawati, Laily Endah Fauzi, Aditio Achmad Firmansyah , Mochammad Fitra, Gebby Ramdhan Rizky Fitriyati, Elfin Nur Frediansyah, Maulana Liandika Galih Sukmo Utomo Gede Sarya, Gede Gondoarum, Siti Sekar Haliza, Nadya Nur Hanie Teki Tjendani Hariani Hariani, Hariani Hariza, Sakhwal Herry Widhiarto Hery Murnawan Hery Murnawan, Hery Idris Albawavi Ika Wahyuning Ratri Imam Kharisma Hidayatullah Isfak Ibnu Ahmad Ismoyo, Alif Setyo Khoiruddin Khoiruddin Kusmaryati Kusmaryati laily endah fatmawati Laily Endah Fatmawati Lesmana, Yudha Linda Winiasri M. Choirudin Afandi M. Nilam Wildan Kafi Mahdavikia Pahlevi Ahmad Mawariz, Putri Suci Mawariza, Putri Mestuni, Welsi Buy Mochamad Aldinata Sholeh Moh. Rifki Alamsyah Mohammad Rafii Tiara Manggala Mufidah Rahmawati Muhammad Isradi Muhammad Zahirul Alim Muttaqin, Alfian Febriansyah Nuril Fikri Oetomo, Wateno Pradana, Mochamad Aldinata Pramanda, Firzi Abi Pramu, Yusuf Fredrik Prasetyo, Yudi D Prasetyo, Yudi D. Prasetyo, Yudi Dwi Punarta, I Gede Agus Putra, Letfrizal Rana Putra, Yudhistira Ananto Putranto, Vyonita Putri Suci Mawariza Putu Eka Dewi Karunia Wati Raihan Bryne Firdaus Al Machrus Rajab, Moch Syahrul Ramadhan, Dennys Rafi Ratri, Ika Wahyuning Rayono, Dino Reva Ayundasari Ayundasari Rivanda, Yoga Vernandika Rizkiardi, Aditiya Rizkiardi, Aditya Rizky Ilham Ramadhan Prayogi Rochman, Ahmad Ainur Rohmania, Novi Romadhon, Adam Sadewa, Ferderiko Khova Safitri, Dika Ayu Sani, Naufal Yafi Satria Pradana Satria Pratama, Asrul Saves, Faradlillah Sekar Gondoarum, Siti Setyo Hariyadi Shafiul Oktavian Siska Yovina Ervitasari Siska Yovina Ervitasari Siti Sekar Gondoarum supriadi supriadi Supriadi Supriadi Syafi, Ilham Maulana Syahrizal Abdullah Razak Syaiful Fajar Tanarubun, Nanda Thirafi Ramadhan Wardana Trimurtiningrum, Retno Trio Dimas Pebrianto Ukhti Sukma Azhari Utami, Gati Sri Vyonita Putranto Wahyu Agung Prihartanto Wahyu Dimas Nur Mahendra Wateno Oetomo Wateno Oetomo Wildan Ali Syahbana Yoga Vernandika Rivanda Yudha Lesmana yudhana, Galuh Catur Yudi D. Prasetyo Yudi D. Prasetyo Yudi D. Prasetyo Yudi Dwi Prasetyo Zeinvonda Ihza Yudho Bramantio