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All Journal Jurnal Teknik Sipil AGREGAT Menara: Jurnal Teknik Sipil Nusantara Science and Technology Proceedings Advance Sustainable Science, Engineering and Technology (ASSET) Journal of Civil Engineering Science & Technology (CI-TECH) Jurnal Teknik Sipil Jurnal Teknik Sipil KERN : Jurnal Ilmiah Teknik Sipil Jurnal Talenta Sipil Innovative: Journal Of Social Science Research Jurnal Civil Engineering Study Journal of Innovative and Creativity Sustainable Civil Building Management and Engineering Journal Journal of Civil Engineering and Vocational Education Jurnal Teknik Sipil Jurnal Teknik Sipil dan Perencanaan
Fithri Estikhamah
Universitas Pembangunan Nasional Veteran Jawa Timur
Agriculture, Biological Sciences & Forestry Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Medicine & Pharmacology Public Health Social Sciences Transportation Other

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Arrangement of Access to the Religious Tourism Area of The Tomb K.H. Abdurrahman Wahid Jombang Regency Achdan, Syada Taruna; Solichin, Ibnu; Estikhamah, Fithri
CIVED Vol. 11 No. 1 (2024): March 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i1.555

Abstract

Jombang Regency is one of the regencies in the East Java region that boasts numerous tourist destinations. One of the religious attractions in Jombang Regency is the Tomb of K.H. Abdurrahman Wahid. Suboptimal road traffic conditions occur in the tourism area, particularly on K.H. Hasyim Asyari Street. This road segment frequently experiences high traffic volume due to tourism activities, numerous obstacles such as roadside parking, and non-motorized vehicles moving around the tourism area. This research adheres to the Guidelines for Indonesian Road Capacity (PKJI) 2014 regarding Urban Road Capacity. The primary data required for this study include geometric road data, traffic volume data, and roadside obstacle data. Meanwhile, secondary data in this study comprise road network data and Average Daily Traffic (ADT) data from the relevant authorities, namely the Jombang Regency Transportation Agency. From the traffic performance calculations, the saturation degree values for the existing conditions on K.H. Hasyim Asyari Street towards the south (DJ) = 0.7624 and towards the north (DJ) = 0.7075 were obtained. Based on the survey results, K.H. Hasyim Asyari Street towards the north has a capacity (C) = 2465, and towards the south, it also has a capacity (C) = 2465. The parking space requirements in the Religious Tourism Area of the Tomb of K.H. Abdurrahman Wahid (Gus Dur) are planned to be 171 parking spaces for motorcycles, 54 parking spaces for cars, and 53 parking spaces for buses.
ANALISIS DAMPAK LALU LINTAS AKIBAT AKTIFITAS PADA KAWASAN PASAR TURI BARU SURABAYA Hapsari, Yunita Tri; Sholichin, Ibnu; Estikhamah, Fithri
AGREGAT Vol 9 No 1 (2024)
Publisher : Universitas Muhammadiyah Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30651/ag.v9i1.21282

Abstract

The increase in road traffic has caused traffic jams in the market area of New Turi Surabaya. The traffic jams on this street were caused by visitors' exits to the Surabaya New Turi Market. In this study on traffic impact analysis was carried out to find out the performance of bridges, side obstacles, level of service in the area of New Turi Market Surabaya. This study uses the intersection method guided by the 2014 Indonesian Road Capacity Guidelines (PKJI) on Traffic Signalling Tool Abnormalities. (APILL). This research was conducted for a week in busy hours. From the results of the calculation of traffic performance, obtained the saturation degree (DJ) Highway Dupak by 0.91, Market Road Turi by 0,93, Tembaan Road by 0.89, Semarang Road by 0.091. Whereas for saturation degrees (dJ) with APILL in the conditions of existing Road Dupak By 0.93 and the average delay (T) = 36.96 seconds/skr, Market Street Turi was 0.92 and the mean delay(T) was 49.76 seconds/sk, Tembaan Street was 0.89 and the medium delay was (T)) = 40.34 seconds/kr, Semarang Street was (0.93 and average delays(T)) was (49.02 seconds/sek). The highest saturation degree (DJ) is 0.93 with the level of service (LOS) E, because the area belongs to the crowded and center of market activity and the density of traffic flows.
The Effect of Bentonite Powder as a Filler on HRS-WC Asphalt Performance Raja Raihan Athallah Putra; Ibnu Sholichin; Fithri Estikhamah
Jurnal Teknik Sipil dan Perencanaan Vol. 27 No. 1 (2025): Jurnal Teknik Sipil dan Perencanaan
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v27i1/8133

Abstract

Wearing Course Lataston (HRS-WC) is a type of flexible pavement with durable and good durability and flexibility. The constituent materials of HRS-WC asphalt consist of aggregate, asphalt, and filler. Bentonite powder is an active chemical filler material with superior swelling ability, ion exchange properties, and large surface area. It quickly absorbs water to form a thick suspension. This research aims to determine and determine the Optimum Asphalt Content (OAC), optimum filler content, comparison of the percentage value of increase or decrease in Marshall test parameters, and the effect of adding bentonite powder filler to HRS-WC Asphalt on asphalt performance according to the General Specifications for Bina Marga Year 2018 Revision 2. Based on the research results on Marshall characteristics, the KAO value was obtained at 7.5%, and the optimum filler content value was 1.90%. The addition of bentonite filler shows changes in the characteristics of HRS-WC asphalt, namely an increase in stability, Marshall Quotient, and VFA, as well as a decrease in flow, VIM, and VMA. So, the effect of adding bentonite filler to HRS-WC asphalt can increase density, reduce the number of voids, fill voids between aggregates, and be able to bind asphalt to the asphalt mixture. However, the excessive addition of bentonite powder as a filler can reduce the flow value and make the asphalt mixture harder and stiffer.
Kajian Dampak Proyek Jalan Tol Solo-Yogyakarta Terhadap Peforma Simpang Bersinyal Kronggahan Kota Yogyakarta Hernawan Bachtiar Ramadhan; Fithri Estikhamah; Achmad Dzulfiqar Alfiansyah
Jurnal Civil Engineering Study Vol. 5 No. 02 (2025): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v5i02.1467

Abstract

The construction of the Solo-Yogyakarta-NYIA Kulon Progo Toll Road is expected to improve regional connectivity, but it also creates the potential for congestion at signalized intersections, such as Kronggahan Intersection. This study was conducted to evaluate the impact of toll road construction on the traffic performance of the intersection, using the Indonesian Road Capacity Guidelines (PKJI) 2023 method. Data was collected through traffic surveys in the morning and evening peak hours on four different days, then analyzed for existing conditions, road median change scenarios, and five-year projections. The results showed that the existing condition had an average degree of saturation (DJ) of 0.96 with a total delay of 112,578 seconds/smp. Changes to the road median due to toll construction increased the DJ to an average of 1.19 and the total delay jumped to 591,425 seconds/smp, accompanied by queue lengths of up to 403.65 meters. Simulation of the implementation of two phases without right turns succeeded in reducing the DJ to 0.32-0.39 and the delay to 2,448-6,754 seconds/smp. However, projections for 2030 show the DJ rising again to 1.13 due to growth in vehicle volumes. These findings emphasize the importance of adjusting geometric design and traffic management from the planning stage of toll projects so that infrastructure development can improve accessibility without causing significant congestion at local intersections. This research contributes to the development of civil engineering science, especially in the field of traffic management.
Analisis Efektivitas Waktu dalam Pengecoran Kolom pada Proyek Pembangunan Gedung Kuliah Terpadu IAIN Kudus Faiq Kahfi Fachrindra Irawan; Yudhistira Rizky Al Ikhsani; Fithri Estikhamah
Journal of Innovative and Creativity Vol. 6 No. 1 (2026)
Publisher : Fakultas Ilmu Pendidikan Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/joecy.v6i1.5973

Abstract

Pengecoran kolom beton bertulang pada proyek fast-track sering mengalami deviasi waktu yang menurunkan efektivitas hingga di bawah 90 persen, berpotensi menyebabkan cacat struktural seperti segregasi. Penelitian ini bertujuan mengukur efektivitas waktu pengecoran kolom tipe K1b, menganalisis deviasi terhadap rencana 17 menit per kolom, serta mengidentifikasi faktor penyebab utama pada proyek Gedung Kuliah Terpadu IAIN Kudus. Pendekatan kuantitatif deskriptif dengan desain studi kasus digunakan, mengumpulkan data primer melalui observasi langsung pada 12 kolom sampel purposive dari populasi kolom lantai 3 (dimensi 70x70x300 cm). Instrumen meliputi stopwatch digital, kamera, dan lembar observasi, dianalisis dengan statistik deskriptik dan rumus efektivitas (rencana/aktual × 100%). Hasil menunjukkan rata-rata waktu aktual 19,25 menit, efektivitas 88,3 persen, disebabkan antrian truk mixer, kekurangan pekerja, dan hambatan vibrator. Kesimpulan merekomendasikan optimalisasi koordinasi suplai dan alat untuk efisiensi di atas 90 persen pada proyek serupa.
Evaluasi Kinerja Operasional pada Bus Trans Jatim Koridor V Rute Surabaya - Bangkalan Lutfiah, Yasmine Anisatul; Estikhamah, Fithri; Utomo, Nugroho
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1029

Abstract

Trans Jatim is a provincial bus-based public transport system initiated by the East Java Government to strengthen regional connectivity and alleviate traffic congestion, particularly within the Gerbangkertosusila metropolitan area. One of the newly introduced corridors, Corridor V, operates along the Surabaya–Bangkalan route via the Suramadu Bridge. This study aims to assess the operational performance of this corridor by focusing on three key indicators: load factor, travel time, and headway. A field survey with an observational approach was conducted to collect primary data directly from actual operations. The findings indicate that the average load factor reached only 42%, which falls short of the required minimum standard of 70%. In contrast, the average travel time of 118 minutes and headway of 20 minutes both meet the acceptable thresholds outlined in official technical guidelines. These results reveal that among the evaluated indicators, only the load factor fails to comply with the service standards. The insights from this research are expected to serve as a reference for enhancing the efficiency and service quality of the Trans Jatim Bus Corridor V in a more sustainable manner.
Co-Authors Achdan, Syada Taruna Achmad Bastomy Ibrahim Achmad Dzulfiqar Alfiansyah Alfarikhi, Mufid Andre Gunawan Anna Rumintang Aryaseta, Bagas Aryaseta, Bagas Brouwer, Rifky Fadhiel Citrawati, Dwi Desanta, Dewa Fabian Firsta Desanta Dian Purnamawati Solin Faiq Kahfi Fachrindra Irawan Hendrata Wibisana Hernawan Bachtiar Ramadhan Ibnu Sholichin Ibnu Sholichin Jahja, Annisa Zalsabilla Lutfiah, Yasmine Anisatul Ma'arif, M. Samsul Maryuni, Deby Lelita Misela, Adinda Muhamad Alif Rifaldi Nugroho Utomo Nugroho Utomo Nugroho Utomo Prameswari, Azzuma Prasodjo, Kevin Daffarial Purnomo, Farid Eko Putra, Dewangga Andya Mahendra Raja Raihan Athallah Putra Ramadhan, Hernawan Bachtiar Rumintang N, Anna Rumintang, Anna Salsabila Kharidah Dhestanti Sholichin, Ibnu Siti Zainab Siti Zainab Siti Zainab, Siti Solichin, Ibnu Sumaidi Sumaidi Sumaidi Syafira Salsabilla, Syafira Utomo, Nugroho Yasin, Muhammad Rizal Yudhistira Rizky Al Ikhsani Yunita Tri Hapsari