Journal of Civil Engineering, Planning, and Design (JCEPD)
Civil Engineering: Construction Engineering, Construction Management, Transportation, Geotechnics, Hydraulic engineering, Disaster Management Environmental Engineering: water treatment, wastewater treatment, air pollutant control, air quality management, solid waste management, hazardous waste treatment and management, environmental monitoring, remediation, renewable energy, environmental management, and related topics Architecture: Architectural education, Urban Design, and Planning, Sustainable settlement, Green & Sustainable design and structure, history and theory of architecture, Landscape design. Design: Design history, visual culture, design methodology, design process, design discourse, design and culture, sociology design, design management, art, artifact design, product design, visual communication design, photography, interior design, craft, multimedia, creative industry, design policy, and other historical, critical, cultural, psychological, educational and conceptual research in visual art and design.
Articles
94 Documents
Analysis Of A Signalized Intersection Using The PKJI 2023 Method And PTV Vissim 22 Modeling (Case Study: Jl. Kedung Cowek – Jl. Kenjeran – Jl. Putro Agung)
Oktaviana, Riska Oktaviana;
Putra, Kurnia Hadi;
Chandra Agusdini, Theresia Maria;
Sekartadji, Ratih Sekartadji
Journal of Civil Engineering, Planning and Design Vol 4, No 2 (2025): November
Publisher : Faculty of Civil Engeneering and Planning - ITATS
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DOI: 10.31284/j.jcepd.2025.v4i2.7854
Signalized intersections or traffic light control systems (APILL) are important elements in urban road networks that function to regulate vehicle flow to be more orderly and safe. The Kedung Cowek Road, Kenjeran Road, and Putro Agung Road intersection is a signalized intersection with high traffic volume and serves as a strategic junction point in the North Surabaya area. This research aims to analyze the performance of the intersection using the Indonesian Road Capacity Guidelines (PKJI) 2023 method, as well as model and simulate improvement alternatives using PTV Vissim version 22 software. The analysis stages begin with collecting daily traffic volume data, intersection geometric data, and existing signal control data. The data is analyzed using the PKJI 2023 method to obtain capacity values, degree of saturation, delay, and queue length for each approach. The existing condition analysis results show that several approaches experience a degree of saturation exceeding the ideal threshold (0,85) as well as high delays. As a solution, simulations of several alternatives were conducted, namely signal phase rearrangement, approach widening, and flyover construction from Kedung Cowek Road to Kenjeran Road. Simulation with PTV Vissim shows that flyover construction can significantly reduce the degree of saturation and delays compared to existing conditions and other alternatives. Therefore, the combination of the PKJI 2023 method and microsimulation is considered effective as a planning basis for improving signalized intersection performance.
DESIGN OF AN ISLAMIC CENTER WITH ISLAMIC ARCHITECTURAL THEME IN KEBOMAS DISTRICT, GRESIK REGENCY, EAST JAVA
Prakoso, Gerhana Bagas;
Widjajanti, Wiwik Widyo;
Hendra, Failasuf Herman
Journal of Civil Engineering, Planning and Design Vol 4, No 2 (2025): November
Publisher : Faculty of Civil Engeneering and Planning - ITATS
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DOI: 10.31284/j.jcepd.2025.v4i2.8228
The design of the Islamic Centre in Gresik Regency responds to the growing need for a multifunctional facility that supports worship, education, social interaction, and economic activities. As a city known for its strong Islamic culture and history, Gresik often referred to as a santri city requires a public space that promotes integrated religious outreach (dakwah) and education. Located on Veteran Road No. 233, a key route linking Gresik and Surabaya, the site offers strategic accessibility. The core issue addressed in this project is the absence of a comprehensive facility that unifies Islamic activities in one location. The community seeks a space that reflects their identity and meets contemporary needs while remaining rooted in Islamic values. The planning process involved a literature review, case studies, site observations, and spatial needs analysis. The design adopts Islamic architectural principles, guided by the macro concept of Rahmatan lil ‘alamin (a mercy to all creation). This overarching theme shapes three micro concepts: land use that reflects hablumminaalam (relationship with nature), building forms inspired by hablumminallah (relationship with God), and spatial organization aligned with hablumminannas (relationship with fellow humans). The final design presents an integrated Islamic Centre complex with clearly defined zoning, featuring a mosque, Islamic Centre building, educational facility, and Hajj training area (manasik haji), along with supporting elements such as a zakat management office, canteen, and green open spaces. The architectural and interior design emphasizes Islamic aesthetics, efficient circulation, and comfort for users engaging in religious and community activities. Ultimately, this Islamic Centre aims to serve not only as a spiritual hub but also as an educational, social, and economic resource. Designed with contextual relevance and sustainability in mind, the building aspires to become an enduring symbol of Islamic architecture and a meaningful contribution to Gresik’s cultural development.
Traffic Impact Analysis Due To Surabaya Waterfront Land Development On Dr. Ir. H. Soekarno Road Intersection
Al Maheri, Muhammad Robin;
Putra, Kurnia Hadi;
Agusdini, Theresia Maria Chandra;
Sekartadji, Ratih Sekartadji
Journal of Civil Engineering, Planning and Design Vol 4, No 2 (2025): November
Publisher : Faculty of Civil Engeneering and Planning - ITATS
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DOI: 10.31284/j.jcepd.2025.v4i2.7853
The Surabaya City Government is currently planning a reclamation project in the coastal area of East Surabaya, specifically through the development of the Surabaya Waterfront Land area. This plan has received criticism from the public due to its potential to cause significant impacts on traffic conditions, particularly on Dr. Ir. H. Soekarno Road. The area serves as an economic growth center with dense tourism, office, and educational activities, thus causing traffic congestion that negatively impacts the economic sector. This research aims to analyze and compare the performance of four main intersections, namely Kertajaya Intersection, Dharmahusada Indah Intersection, Mulyorejo Intersection, and Kenjeran Intersection, under existing conditions and post-traffic generation due to the reclamation project. The analysis is conducted based on PKJI 2023 guidelines. The analysis results show that under existing conditions, several intersections have experienced congestion. Under post-traffic generation conditions, all intersections experience significant increases in saturation levels, even exceeding ideal capacity. Based on the traffic flow distribution results due to this generation, the construction of a 6/2 D road type (six lanes, two directions) on the Outer East Ring Road (OERR) is recommended as an alternative to reduce high vehicle volume.
Evaluation of Drainage Channel Capacity along Kolonel Sugiono Street, Waru District, Sidoarjo Regency
Puspasari, Aisyah Dwi
Journal of Civil Engineering, Planning and Design Vol 4, No 2 (2025): November
Publisher : Faculty of Civil Engeneering and Planning - ITATS
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DOI: 10.31284/j.jcepd.2025.v4i2.8631
Urban drainage systems in rapidly developing areas often experience reduced performance due to increased surface runoff, resulting in frequent waterlogging. This study evaluates the hydraulic capacity and performance of the existing drainage channel along Kolonel Sugiono Street, Waru District, Sidoarjo Regency, where inundation depths of approximately 15–40 cm are commonly observed during rainfall events. Hydrological analysis was conducted using annual maximum daily rainfall data from the Juanda Meteorological Station for the period 2015–2024. Design rainfall was estimated using the Gumbel extreme value distribution with a 5-year return period and a 90% confidence level, followed by rainfall intensity calculation using the Mononobe method. The design flood discharge was then determined using the Rational Method for a 6.25-ha urban catchment area. Hydraulic analysis employing Manning’s equation was performed to evaluate the capacity of the existing drainage channel based on field-measured dimensions. The results show that the design flood discharge is approximately 1.168 m³/s, while the capacity of the existing channel is only 0.293 m³/s, indicating that the channel is hydraulically inadequate. To address this condition, a channel redesign based on the economic cross-section principle was proposed, resulting in increased channel dimensions and the inclusion of a freeboard. The redesigned channel is capable of conveying a discharge of 1.258 m³/s, exceeding the design requirement. These findings provide a technical basis for improving drainage performance and mitigating flooding in the study area