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All Journal Jurnal Teknik Sipil RACIC : Rab Construction Research 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 Jurnal Konstruksi Innovative: Journal Of Social Science Research Jurnal Civil Engineering Study RESLAJ: Religion Education Social Laa Roiba Journal 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
Religion 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.
Perencanaan Angkutan Feeder dari Terminal Rajekwesi ke Stasiun Bojonegoro Berdasarkan Analisis Supply - Demand Zabda Dimas Anugrah Illahi; Nugroho Utomo; Fithri Estikhamah
Reslaj: Religion Education Social Laa Roiba Journal Vol. 7 No. 9 (2025): RESLAJ: Religion Education Social Laa Roiba Journal
Publisher : Intitut Agama Islam Nasional Laa Roiba Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47467/reslaj.v7i9.8620

Abstract

Rajekwesi Bojonegoro Terminal is a class A terminal that provides facilities and services for public transportation and passengers. This terminal functions as a destination point for village or intercity transportation that supports the needs of travelers. From the existing conditions, there are many workers from villages who go to Surabaya. They usually leave their homes to the terminal using private vehicles, motorcycle taxis, or pedicabs. Currently, there is no public transportation connecting the village with Nganjuk Terminal. Therefore, the author made a plan for passenger transportation to Nganjuk Terminal in order to meet these transportation needs. This research was conducted at Bojonegoro Station and Rajekwesi Bojonegoro Terminal through a field survey. A total of 200 respondents were taken through questionnaires and interviews to collect primary and secondary data at both locations. After the data was collected, the next step was processing and analysis by summarizing the results of the questionnaire and calculating the transportation needs and microbus fares per passenger. From the questionnaire, information was obtained about the social and economic characteristics of the respondents and their travel profiles. What is obtained from the processing and analysis of integrated transportation planning shows a load factor value of 0.7, a planned travel speed of 33 km/hour, a circulation time of 5.6 minutes, a headway of 5.1 minutes, a frequency of 8 vehicles, a maximum waiting time of 5.1 minutes, and the need for 1 vehicle with a distance of 2 km from the Station to the Rajekwesi Terminal. The fare for microbus passengers with a capacity of 16 seats in zone 1 is IDR 2,700 per passenger.
Dampak Beban Kendaraan Terhadap Umur Rencana Jalan dengan Metode Bina Marga 2017 Angelina Mita Lorenza Sitorus; Ibnu Sholichin; Fithri Estikhamah
Jurnal Konstruksi Vol 24 No 1 (2026): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.24-1.2660

Abstract

The quality of road infrastructure is highly dependent on appropriate pavement design. This study analyzes the impact of vehicle loads on the pavement design life of the Driyorejo–Legundi road section. Based on the 2017 Bina Marga method, traffic data were collected over three days to estimate the road service life. It is projected that by 2025, the Average Daily Traffic will reach 23,213 vehicles per day. The calculation results indicate that due to excessive vehicle loads, the remaining service life of the road decreases by 3.89%, from 10 years to approximately 7.008 years. These findings confirm that overloading significantly reduces pavement service life, highlighting the need for serious attention during the planning and maintenance phases of road infrastructure. The study is expected to serve as a strong basis for sustainable-oriented road planning and to provide meaningful support for policies on controlling vehicle overloading in Indonesia.
ANALISIS WILLINGNESS TO PAY KERETA API KOMUTER SIDOARJO - INDRO Hafizhudin Alfin Putra Yuwanto; Nugroho Utomo; Fithri Estikhamah
Racic : Rab Construction Research Vol. 9 No. 2 (2024): DESEMBER
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v9i2.4212

Abstract

The high level of economic activity and population density has resulted in Surabaya City, Gresik Regency, and Sidoarjo Regency experiencing a high level of community mobility, necessitating good public transportation services. Therefore, on February 10, 2021, PT. Kereta Api Indonesia (Persero) Regional Operation 8 Surabaya initiated passenger train services in Gresik Regency by operating the Commuter Train with the route from Indro Station (Gresik) to Sidoarjo Station. This study aims to determine a fare that is suitable for the Commuter Train service from Sidoarjo to Indro using the willingness to pay (WTP) method. Based on the research findings, the willingness to pay value for the Sidoarjo-Indro Commuter Train journey with the existing fare of Rp 5,000 is Rp 7,700. Therefore, the current fare is deemed appropriate, and it can still be increased with improvements in facilities and services.
STUDI PROBABILITAS PEMILIHAN KERETA API PREMIUM SANCAKA (KA 97) DAN KERETA API PREMIUM MUTIARA SELATAN (KA 85) RUTE SURABAYA - YOGYAKARTA Yoan Anjar Rinzani; Nugroho Utomo; Fithri Estikhamah
Racic : Rab Construction Research Vol. 9 No. 2 (2024): DESEMBER
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v9i2.4247

Abstract

The train is a mode of transportation that continues to experience improvements in its services. PT. KAI has implemented the latest service, where all trains are equipped with air conditioning facilities. With these changes, each mode of transportation, particularly the Premium Sancaka Train and the Premium Mutiara Selatan Train, displays differences in characteristics such as ticket prices, travel time, and departure schedules. This study specifically selects the Premium Sancaka Train and the Premium Mutiara Selatan Train due to their closely scheduled departures. Therefore, the objective of this research is to determine the probability of train selection, necessitating a study related to factors that will be analyzed by distributing questionnaires and utilizing the Stated Preference method. From this study, significant results have been obtained regarding the likelihood of mode selection based on a ticket price difference of Rp. 20,000. The probability values for the Premium Sancaka Train (PKAS) and Premium Mutiara Selatan Train (PKAM) are 0.808 and 0.192, respectively. It can be concluded that respondents have a higher interest in the Premium Sancaka Train due to its lower ticket price. On the other hand, the probability of mode selection based on a travel time difference of -6 minutes shows values of 0.891 for PKAS and 0.109 for PKAM. Therefore, it can be concluded that respondents are more interested in the Premium Sancaka Train because it has a faster travel time
ANALISIS BANGKITAN PERJALANAN TERHADAP PUSAT GROSIR SURABAYA DI KAWASAN SURABAYA PUSAT Maulana Riezal Pratama; Nugroho Utomo; Fithri Estikhamah
Racic : Rab Construction Research Vol. 9 No. 2 (2024): DESEMBER
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v9i2.4585

Abstract

The pandemic has disrupted trading activities, causing business actors at the Surabaya Wholesale Center to go out of business and some business actors are still surviving today. So that their business can revive, the management of the Surabaya Wholesale Center is trying to revive consumer attraction so that the Surabaya Wholesale Center will once again be busy with visitors. Therefore, this research needs to be carried out to find out the factors that influence the number of trip generation, look for the best generation model and find out how much movement generation there is at the Surabaya Wholesale Center currently and predict the number of visitors in the projected life of the next five years. This research was conducted to analyze the impact of movement generation at this location, and predict the number of visitors at the Surabaya Wholesale Center using the multiple linear regression analysis method, which was then continued with trip generation analysis using the Detroit method. From the research results, it was found that the distribution of trips using the Detroit method was 102 trips in the next 5 years with a total growth of 13.98% per year. From the multiple linear regression equation, we get a generation equation model with the independent variable (X1) being age and the variable (X2) being the type of work, because it influences the generation (Y). The predicted number of visitors to the Surabaya Wholesale Center in the Central Surabaya area is 355,814 visitors with a growth rate visitors 20.2% in the next 5 years.
Co-Authors Achdan, Syada Taruna Achmad Bastomy Ibrahim Achmad Dzulfiqar Alfiansyah Afrizal Ghozi Habibi Aldiky Kurniawan Alfarikhi, Mufid Andre Gunawan Angelina Mita Lorenza Sitorus Anggra Teguh Saputra Anna Rumintang Aryaseta, Bagas Aryaseta, Bagas Aulia Dewi Fatikasari Brouwer, Rifky Fadhiel Citrawati, Dwi Desanta, Dewa Fabian Firsta Desanta Dian Purnamawati Solin Faiq Kahfi Fachrindra Irawan Hafizhudin Alfin Putra Yuwanto Hendrata Wibisana Hernawan Bachtiar Ramadhan Ibnu Sholichin Ibnu Sholichin Ibnu Sholichin Jahja, Annisa Zalsabilla Lutfiah, Yasmine Anisatul Ma'arif, M. Samsul Maryuni, Deby Lelita Maulana Riezal Pratama Misela, Adinda Muhamad Alif Rifaldi Nugroho Utomo Nugroho Utomo Nugroho Utomo Prameswari, Azzuma Prasodjo, Kevin Daffarial Primasari Cahya Wardhani Purnomo, Farid Eko Putra, Dewangga Andya Mahendra Raja Raihan Athallah Putra Ramadhan, Hernawan Bachtiar Rumintang N, Anna Rumintang, Anna Salman Rasendriya 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 Yasmine Anisatul Lutfiah Yoan Anjar Rinzani Yudhistira Rizky Al Ikhsani Yunita Tri Hapsari Zabda Dimas Anugrah Illahi