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Ita Suhermin Ingsih
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Journal Innovation of Civil Engineering (JICE)
Published by Universitas Islam Malang
ISSN : -     EISSN : 27755592     DOI : 10.33474
Core Subject : Science, Social, Engineering,
Civil Engineering, Building, Construction & Architecture Energy Engineering Environmental Science Transportation
JICE Journal Innovation of Civil Engineering ISSN 2775-5592 published twice in a year, in March and September. The article can be product of researches, scientific thoughts or case study, in civil engineering and isn’t formed by politics, commercialism, and subjectivity unsure. This scientific journal contains articles of thought and research results in Civil Engineering that have never been published in scientific journals or other media. The Editorial Team accepts articles in English. Any matters relating to the use of the software, citation and copyright permissions made by the author of the article, and the legal consequences it causes, are the sole responsibility of the author of the article. The format of writing scientific articles for publication in scientific journals should follow the guidelines of scientific article writing, which is located on the right side of this scientific journal.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 75 Documents
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Evaluasi Jaringan Pipa Distribusi Perumda Air Minum Tirta Agung Pada Sistem Tuk Ngasinan Kecamatan Pringsurat Kabupaten Temanggung Susanto, Ivan Setyawan; Nugroho, Budiono; Muhammad, Nicko Fadhil
Journal Innovation of Civil Engineering (JICE) Vol 5 No 1 (2024)
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v5i1.21465

Abstract

Simulation results using the EPANET 2.0 program indicate that in the year 2023, the large average demand flow is 30.47 liter/sec, and in the year 2038, it increases to 49.44 liter/sec, while the existing flow is only 25 liter/sec. Therefore, Tuk Ngasinan requires an additional flow. The existing hydraulic conditions in the Tuk Ngasinan network system still have many areas that do not meet the criteria. Some criteria analyzed include residual pressure, velocity, and unit head loss. During peak hours, there are still several service blocks with residual pressure below the criteria. Meanwhile, during minimal usage hours, many service blocks have pressures above the criteria. The water flow velocity in the pipes also falls below the minimum criteria for many pipes. Additionally, there are still many pipes with unit head loss above the criteria, causing significant energy loss in pipe flow. Keywords: Clean Water; Evaluation; Pipe Network; Residual Pressure; EPANET.
COMPARATIVE ANALYSIS OF SERVICE PERFORMANCE BETWEEN PHNOM PENH'S AND TRANSJAKARTA CITY BUSES Sri Setia Lestari; Jovinda Raffael D.F; M. Farhan Ahmadani; Amelia Dwi Alviani; Roselina Rahmawati; Nadila Mutiara Faeza; Rachadyan Narotama; Vannia Ardelia Amanda
Journal Innovation of Civil Engineering (JICE) Vol 5 No 2 (2024)
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v5i2.22463

Abstract

The cities of Jakarta and Phnom Penh face the same traffic problems, namely traffic congestion caused by the high number of private vehicle owners in both regions. To get around the problem, public transportation such as TransJakarta and Phnom Penh City Bus are used. The puIDRose of this study is to compare the performance of TransJakarta and Phnom Penh City Bus public transportation systems. The approach used in this research is a qualitative approach by comparing the same variables from both case studies. The comparison between TransJakarta and Phnom Penh City Bus public transportation services shows differences in several aspects. The results show that TransJakarta has lower fares, dedicated lanes that reduce congestion, as well as a cashless payment system that increases user convenience. In contrast, Phnom Penh City Bus faces challenges such as higher fares, lack of dedicated lanes, and reliance on cash payments, which hinder its operational efficiency. The contribution of this research emphasizes the importance of applying best practices from TransJakarta in global public transport management, such as the development of user-friendly infrastructure, improved accessibility, and the use of modern technology for payment systems. The findings will provide insights for policy and transport managers in various countries to design a more efficient public transportation system. Keywords: Public Transportation; TransJakarta; Phnom Penh City Bus.
PERFORMANCE AND FACILITIES EVALUATION AT SURABAYA KOTA TRAIN STATION Jane Prasasti; Amrita Winaya; Tigo Mindiastiwi
Journal Innovation of Civil Engineering (JICE) Vol 5 No 2 (2024)
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v5i2.21927

Abstract

Surabaya Kota Station continues to have several facility and service-related issues, thus some improvements must be taken to assess the level of service and station amenities by the Minimum Service Standards mandated by PM 48 of 2015. The purpose of this study, which employs the IPA (Importance Performance Analysis) approach, is to assess and contrast the level of service provided at Surabaya City Station with users' expectations for that level of service. Surabaya Kota Station's facilities have not met the minimum service requirements outlined in PM.48 of 2015, including platforms that are longer than 20 cm, a lack of space for nursing mothers, and a lack of accessible restrooms for the disabled. Customers are also dissatisfied with Surabaya Kota Station's facilities and services, which include the station building's untidy and dirty condition as well as the messy motorbike parking space. However, the station's service is fairly decent. The main contribution of this study is to identify significant gaps between user expectations and the reality of existing facilities, where facilities such as platforms, nursing mother rooms, and disability accessibility toilets require immediate attention. The results show that the cleanliness and management of parking spaces also greatly affect user satisfaction levels, and improvements in these areas are urgently needed to meet the service standards mandated by government regulations. Keywords: Importance Performance Analysis; Railway Infrastructure; Train Station Facilities.
ANALYSIS OF COMPRESSIVE STRENGTH OF PAVING BLOCKS WITH THE ADDITION OF WOOD POWDER WASTE AND LIQUID LIME (CACO3) Fairus Zabadi; Ahmad Fatoni
Journal Innovation of Civil Engineering (JICE) Vol 5 No 2 (2024)
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v5i2.22443

Abstract

This research was carried out to find out how strong the compressive strength of the Paving Block is to withstand the load above it, by adding sawdust waste and liquid lime (CaCO3). But for Paving Blocks, the effects of adding sawdust waste and liquid lime (CaCO3) are not yet well known. Further research needs to be carried out on the addition of waste sawdust and liquid lime (CaCO3) in making Paving Blocks. The aim of this research is to reduce environmental pollution caused by sawdust waste, and to use this waste as additional construction material technology and to find out how strong the compressive strength of Paving Blocks is so that it can be used as a construction tool. The results of testing the compressive strength of Paving Block aged 7 days in a ratio of 1:5 with the addition of Wood Powder Waste and Liquid Lime (CaCO3), resulted in an average compressive strength of 310.85 Kg/cm2. In a ratio of 1:6 with the addition of Wood Powder Waste and Liquid Lime (CaCO3), an average compressive strength of 241.02 Kg/cm2 was produced. Normal 1:5 Paving Block from 2 samples produces an Average Stress fcr' of 203.62 Kg/cm2 and normal 1:6 Paving Block from 2 samples produces an Average Stress fcr' of 186.08 Kg/cm2. Keywords: Compressive Strength, Paving Block, Wood Powder Waste and Liquid Lime (CaCO3)
ANALYSIS OF ROAD DAMAGE BASED ON THE BINA MARGA METHOD, SURFACE DISTRESS INDEX (SDI), AND PKRMS V.1.4.5 ON TLOGOWUNGU ROAD, PATI Siti Nurhalisah; Kurnia Hadi Putra; Theresia Maria Chandra Agusdini
Journal Innovation of Civil Engineering (JICE) Vol 5 No 2 (2024)
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v5i2.22780

Abstract

This study aims to identify the types of road damage on Tlogowungu Road, Pati, within the section from Sta 0+000 to Sta 1+500. The study evaluates the road conditions and determines appropriate maintenance solutions using the Bina Marga 1990 method, which suggests that for segments 1, 2, 3, 5, 6, 9, 10, 11, 12, 13, and 14, routine maintenance is required, while periodic maintenance applies to segments 4, 7, 8, and 15. The priority ranking obtained after calculating the Average Daily Traffic (LHR) places the road in traffic class number 4, with a total average LHR of 500–2000 vehicles/hour, resulting in a UP value of 8. The SDI method indicates that routine maintenance should be performed on segments 1, 2, 3, 8, and 13, while periodic maintenance is required on segments 4, 5, 6, 7, 9, 10, 11, 12, 14, and 15. The results from the PKRMS software show that Tlogowungu Road has suffered significant damage, ranging from 50% to 100%. However, when rehabilitation is carried out, the road condition improves, with the percentage of the road in good condition increasing to up to 95%. Keywords: Road Damage, Surface Distress Index (SDI), PKRMS Software
COMPARATIVE STUDY OF BGH PUPR AND GREENSHIP ASSESSMENT CRITERIA ON SGLC BUILDING UGM Dewi, S.T., M.T. , M.Sc., Cynthia Permata; Kusumawanto, Arif
Journal Innovation of Civil Engineering (JICE) Vol 5 No 2 (2024)
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v5i2.22825

Abstract

The use of green building concepts is growing in response to global climate change and the impact of CO2 emissions. Green building assessment systems have emerged in various countries around the world as a basis for assessing the green level of buildings. Indonesia has two green building assessment systems, namely BGH assessment based on PUPR minister's regulation no 21 of 2021 and Greenship. This research aims to find out the similarities and differences between the two systems and how they are applied to green buildings at SGLC UGM as a case study. This research uses a comparative descriptive method through BGH and Greenship documents. The results showed that both assessment systems have some similarities in terms of energy efficiency, water, waste management and support for the use of renewable energy. The differences between the two systems include certification bodies, document requirements, assessment stages and standard references used. The application of the assessment system to the UGM SGLC building through the BGH candy checklist approach resulted in a score of 66% and a score of 52 on the Greenship assessment. demonstrating that achieving middle-level BGH and Greenship performance is attainable through integrated sustainable design, which serves as a benchmark for future projects aiming to balance environmental performance with local conditions, thereby advancing Indonesia green building agenda and supporting national sustainability goals.  Keywords: BGH; Greenship; Green Building Assessment.
CUSTOMER SATISFACTION ANALYSIS “FEEDER WIRAWIRI SUROBOYO” PARK AND RIDE ROUTE MAYJEND SUNGKONO–CITY HALL USING CSI AND IPA METHODS Nachika Kusuma Wardany; Kurnia Hadi Putra; Theresia Maria Chandra Agusdini
Journal Innovation of Civil Engineering (JICE) Vol 5 No 2 (2024)
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v5i2.22842

Abstract

Surabaya, as one of the big cities in Indonesia, experiences significant challenges in transportation due to rapid growth of infrastructure and population. One of the government's efforts to overcome this problem is by launching Feeder Wirawiri Suroboyo, an integrated public transportation service that supports mass transportation modes in Surabaya. This study aims to analyze the characteristics and level of customer satisfaction using the Customer Satisfaction Index (Satisfaction) and Importance Performance Analysis (Importance) methods. The results of the analysis obtained the characteristics of the average passenger is male, aged <17 years and 18-28 years with a last education of high school or equivalent who are students with income <Rp. 2,000,000 who use Feeder Wirawiri Suroboyo Park and Ride route Mayjend Sungkono-City Hall with the purpose of traveling for School/College.The satisfaction level is 93.78%, which means it is included in the very satisfied category, while the suitability level is 95.68%, which is then calculated as the average score of the suitability level to be analyzed using the Cartesian Diagram. Keywords: Wirawiri Suroboyo Feeder; Customer Statistics Index; Importance Performance Analysis.
MAPPING RAILWAY LEVEL CROSSING ACCIDENT PATTERNS IN DAOP 8 OF EAST JAVA PROVINCE Wicaksono, Achmad; Lasmini Ambarwati; Ita Suhermin Ingsih
Journal Innovation of Civil Engineering (JICE) Vol 5 No 2 (2024)
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v5i2.23349

Abstract

Railway-level crossing safety is a major issue in the transport system, especially in East Java where accidents occur frequently. This study aims to find the trend of accidents at the level crossing of DAOP 8 East Java and create data-driven preventive measures. The study used a mixed method approach, agent-based simulation, questionnaires, and interviews in addition to analyzing historical accident data. The results showed a significant prevalence of crashes in metropolitan locations, with higher risks during peak hours and homecoming periods. The largest incidences were reported in Sidoarjo and Surabaya, with significantly increased risk at night. The significant contributing factors are the presence of large vehicles, obstacles, weather, occurrence at night, and the presence of a crossbar. Keywords: Data-based prevention; DAOP 8 East Java Province; Level crossings; Risk analysis; Train accidents.
IMPLEMENTATION OF POROUS-WALLED INFILTRATION WELL DESIGN TO REDUCE SURFACE RUNOFF AT CAMPUS I STATE UNIVERSITY OF MALANG USING EPA SWMM 5.2 SOFTWARE Asa Faidho Rizkia Fahmi; Eko Setyawan; Vita Ayu Kusuma Dewi; Titi Rahayuningsih
Journal Innovation of Civil Engineering (JICE) Vol 5 No 2 (2024)
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v5i2.23356

Abstract

The rapid expansion of urban activities at Universitas Negeri Malang has reduced rainwater infiltration and increased surface runoff, raising flood risks. At Campus I, the limited drainage capacity necessitates a green infrastructure-based solution. This study designs an optimal porous-walled infiltration well system and determines its quantity and distribution using EPA SWMM 5.2. Unlike previous studies, this research integrates site-specific permeability data from laboratory testing into the modeling process for greater accuracy. A descriptive quantitative approach was applied, with runoff discharge estimated using the Rational Method and permeability tested via the Falling Head Permeability Test. EPA SWMM 5.2 modeling, incorporating the Low Impact Development (LID) feature, was used to analyze flooding and assess system effectiveness. The findings provide recommendations for an optimized infiltration well design, offering a precise and adaptable rainwater management solution. Keywords: Infiltration Well; Porous Wall; Surface Runoff; EPA SWMM.
RIGID PAVEMENT DESIGN WITH AASHTO 1993 IN SUBAIM – BULI ROAD Kololikiye, Gilang Ramadan; Abdul Gaus; Muhammad Taufiq Yuda Saputra
Journal Innovation of Civil Engineering (JICE) Vol 5 No 2 (2024)
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v5i2.23368

Abstract

The condition of transportation in Indonesia concern due to the limited road and bridge infrastructure which can obstruct mobility. Regional Government must focus on improving the provision of regional transportation infrastructure. The construction of Subaim – Buli Road Section was carried out to enhance shore transportation infrastructure as a connection to Maba. The road section has a length of 10,700 m and a width of 3 x 2 m. CBR value of 6.23%, design life of 20 years and other design parameters required by AASHTO 1993. From the calculation results obtained plate thickness (D) = 7.335 cm < 15 cm. This indicates that with ESAL load = 129978 in 2037 there is still no need to use rigid pavement. Keywords: AASHTO 1993; Rigid Pavement; Subaim-Buli Road.

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