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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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ANALYSIS OF DELAY FACTORS IN THE CONSTRUCTION PROJECT OF THE PROMOTION CENTER BUILDING AND BATIK DERIVATIVE PRODUCTION BUILDING IN PAMEKASAN Fatoni, Ahmad; Zabadi, Fairus; Saifuddin, Muhammad
Journal Innovation of Civil Engineering (JICE) Vol 4 No 2 (2023)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v4i2.20554

Abstract

The construction of the Promotion Center Building and Written Batik Derivative Production Building is a development project with service provider PT. Hariz Three Sons. Tree Analysis (FTA) to determine the causes and impact of risk failure and Critical Path Method (CPM) to determine the extent to which work experiences a critical path. The most dominant causal factors are factors caused by external factors, namely in the form of very high rainfall intensity in one month and unilateral blockades by village officials. The causal factor caused by the owner is the delay in submitting design changes to the field where the design is very important as a development guide. Meanwhile, delays caused by implementers are inappropriate duration determinations that result in work productivity not being properly controlled. Floor work and wall ornaments this work on the last day of the contract only produced 1.286% of the total 17.50%, which means there was a deviation of -16.211%. Floor work and wall ornaments have several work items including Install UK Polished Ceramic Floors. 60 x 60 cm, Install KM/WC Color Ceramic Floor 20 x 20 cm, Install Color Ceramic Wall 20 x 40 cm, Install 1 m ceramic plinth measuring 5 cm x 20 cm, Install 1 m2 Cutting Plate 5mm Thick Batik Motif + frame and Lettering Jobs.  Keywords: Project Delay Factors; Fault Tree Analysis (FTA); Critical Path Method (CPM).
COMPARATIVE STUDY OF EGRESS TIME ON BRAWIJAYA STADIUM AND GOR JAYABAYA KEDIRI Moh Rezaraf Sanzani Setyawan; Cynthia Permata Dewi; Titi Rahayuningsih
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.v5i1.20591

Abstract

Egress time in stadiums and sports buildings is one of the important things to consider in providing safety and tranquility for the audience in the building. The purpose of accessibility systems and adequate evacuation circulation planning in sports buildings is to provide evacuation routes that are easily accessible to spectators and minimize crowds and accumulation of people at the exit. This study aims to determine the most effective evacuation time at the Brawijaya Stadium and GOR Jayabaya in Kediri and the difference in the evacuation of spectators in a fire situation in open and closed buildings. This research uses simulation experimental research methods using Pathfinder and Pyrosim applications to find the most effective evacuation time in each building. The final results show that the addition of a radial gangway, the addition of exit doors, and the improvement of circulation flow effectively reduce the length of evacuation time in both buildings. At the Brawijaya Stadium, the evacuation time was 6 minutes and 59 seconds. GOR Jayabaya requires an evacuation time of 6 minutes and 56 seconds. In addition, there are differences in the distribution of smoke and fire in open and closed buildings. Keywords: Egress Time; Evacuation Time; Evacuation Circulation.
SIMULATION OF TRAFFIC MANAGEMENT AND ENGINEERING TO IMPROVE THE PERFORMANCE OF THE FIVE POINT INTERSECTION ON JALAN KEPUTIH SURABAYA Desi Aura Lestari; Kurnia Hadi Putra; Theresia Maria Chandra Agusdini
Journal Innovation of Civil Engineering (JICE) Vol 4 No 2 (2023)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v4i2.20592

Abstract

The five-point intersection on Keputih Street is one of the unsignaled intersections in the city of Surabaya with traffic problems. At certain times, especially rush hour, traffic problems will occur. At 07.00 WIB it was seen that several drivers were trying to cut through the traffic jam by squeezing in between other vehicles, this was done by road users to avoid long queues of vehicles. Queues can be approximately 1.2km long and the surrounding existing conditions are commercial or shopping areas, housing with several sides of the road used as a means for vehicles to stop or park as an additional congestion factor. Thus, there is a need for management planning and traffic engineering to improve the quality of intersections in serving road users. The method used for data analysis is based on existing data obtained directly from the field and processed according to PKJI 2023. The results obtained were that the degree of saturation at the intersection was much different before and after the traffic engineering planning was carried out. Projection results with the installation of traffic light signs and geometric widening of Keputih Tegal, the degree of saturation value obtained was 0.78 where previously DJ = 0.98 0.85. Keywords: Management and Traffic Engineering; PKJI 2023; Delay; Five-point Unsignalized Intersection in Keputih Surabaya.
ANALYSIS OF TRAFFIC ACCIDENTS IN THE WEST SURABAYA REGION (CASE STUDY: KALIANAK ROAD TO ROMOKALISARI HIGHWAY) Eka Safitri; Hadi Putra, Kurnia; Chandra Agusdini, Theresia Maria
Journal Innovation of Civil Engineering (JICE) Vol 4 No 2 (2023)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v4i2.20845

Abstract

The high volume of heavy vehicle traffic on Kalianak Street, Greges, Tambak Langon, Tambak Osowilangun and Romokalisari causes the roads to become increasingly congested, which causes frequent traffic accidents. Accident data used for 2017, 2018, 2019, 2020, 2021 and 2022 to determine accident-prone areas using the z-score method, the number of accidents for each level of victim severity using the Accident Rate method and to determine the amount of loss caused by accidents using the Gross method Output (Human Capital). The results of the analysis show that the highest number of accidents was in 2017 - 2016 for the classification of deaths, serious injuries and minor injuries on Romokalisari Street with an accident rate of 0.246 people per 1 million vehicle kilometers per year, the classification of seriously injured victims was 0.092 people per 1 million vehicle kilometers per year in Kalianak and minor injury victims of 0.406 people per 1 million vehicle kilometers per year on Romokalisari Street. The accident-prone area (Blacksite) with the largest value is the Tambak Osowilangun Z-Score for 6 years of 1.45 and the last year of 1.14. Total costs for accident victims based on the Gross Output (Human Capital) method for each year; 2017 amounting to IDR 12,529,506.23, in 2015 IDR 11,439,656,822, in 2019 IDR. 13,324,550,588, 2020 Rp. 11,010,983,853, in 2021 Rp. 19,071,950,542 and in 2022 Rp. 26,214,460,693. Keywords: Traffic Accident; Amount of Casualty Costs Accident; Z-Score; Kalianak Road; Tambak Langon – Osowilangun; Romokalisari Highway.
RECHARGE WELLS MODEL BASED ON SHAPE FACTORS FOR FLOOD MANAGEMENT IN KLOJEN DISTRICT, MALANG CITY Rokhmawati, Azizah; Fachrurozi Ilhamsyah; Bambang Suprapto
Journal Innovation of Civil Engineering (JICE) Vol 4 No 2 (2023)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v4i2.20930

Abstract

Urban flood areas hit various regions in Indonesia, such as what happened in Malang City. Flooding occurred in several areas of Klojen District, including Wilis Street, LetJen Suprapto Street in Samaan Village, Bareng Raya Street II in Bareng Village, Retawu Street, and Pulosari Street. This research uses a recharge well model based on shape factors to discuss flood mitigation. Data analysis includes existing floods, conditions of the study area, and an applied model adjusted to soil permeability in the research area. They were mapping the area (A) and coefficient C using ArcGIS 10.8 2023 software. The model applied is an infiltration well design constructed from a concrete buis at the top and soil pores at the bottom. The design rainfall calculation results are 592.112 mm/day. The results of the analysis show that there are a total of 30 channels from Samaan Village, Bareng Village, and Gading Kasri Village, whose channel capacity is unable, causing flooding. The geometric factor value of 3.14 m has a planned water inflow discharge of 1.7626 m3/second. Klojen sub-district requires 66 recharge wells to overcome the flooding. The application for constructing infiltration wells was carried out only in the Gading Kasri sub-district area, namely 11 infiltration wells. The infiltration well is planned to use a concrete buis with dimensions of 50x100 m, height L as deep as 2 m, bottom of porus in 1 m, and total depth of channel H is 3 m. Keywords: Recharge Wells; Shape Factors; Flood Management; Klojen Sub District.
EVALUATION OF THE LEVEL OF ROAD DAMAGE IN JELIDRO II-KUWUKAN-SAMBIKEREP ROADS USING THE PAVEMENT CONDITION INDEX (PCI) AND BINA MARGA METHOD Thasyara Nurhijriyah; Kurnia Hadi Putra; Theresia Maria Chandra Agusdini
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.v5i1.21023

Abstract

The road is a facility for land transportation that serves regional development. The deterioration of road quality can pose constraints on economic and social activities and endanger road users. Small damages can escalate if not promptly addressed, leading to losses. This reasearch aims to determine the type and level of damage on Jelidro II – Kuwukan - Sambikerep Roads STA 0+000 to STA 1+600. There are two methods for obtaining road condition values in this research, the methods are Pavement Condition Index method and the Bina Marga method. On the section of Jelidro II – Kuwukan - Sambikerep Roads, 8 types of damage were found, those are crocodile skin cracks, grade depression, edge cracks, potholes, patches, longitudinal cracks, slip cracks, and ravelling. The results of calculating the road condition value using the PCI method is 63,6 where the road is included in the good category. Calculations using the Bina Marga method get a priority order of 9. The two methods show that the road has the same type of treatment, that is a routine maintenance program with repair methods that can be carried out, namely surface layers such as asphalt resurfacing and patching holes. Keywords: Road Damage; PCI method; Bina Marga method.
ANALYSIS OF TRANSPORTATION MODE CHOICE IN MALANG CITY USING MULTINOMIAL LOGISTICS METHOD Madu Sonia; Meriana Wahyu Nugroho; Titin Sundari; Rahma Ramadhani
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.v5i1.21348

Abstract

In every urban area, especially in the Malang area, modes of transportation are increasingly diverse, ranging from private vehicles, public transportation, to online-based transportation. This research aims to determine the choice of transportation mode using the multinominal logistics method. With this type of quantitative research and data sources through surveys conducted in 5 sub-districts of Malang City using the multinominal logistics method. The research results showed that 11% of respondents went from home to another place for work using private transportation, 3% of respondents were still students. 88% of working respondents and housewives chose public transportation, 97% of whom were still students. 9% of respondents who work and are housewives use online vehicles while 0% are still students. Keywords: Daily Activities; Household; Multinomial Logistic Regression; Mode Choice; Spatial.
A STUDY ON EFFICIENCIES AND HINDRANCES TO BIM IMPLEMENTATION IN INDONESIAN CONSTRUCTION PROJECTS Widiati, Iis Roin; Ita Suhermin Ingsih; George Winaktu
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.v5i1.21400

Abstract

BIM is an integrated system where processes are conducted seamlessly, influencing information exchange not only among software but also among stakeholders. BIM is identified as a method that can be employed to enhance the efficacy and efficiency of construction projects, along with the quality of construction projects. The research aims to evaluate the effectiveness, challenges, and overall performance of BIM in the construction industry in Indonesia, providing insights into the extent to which BIM is utilized and its impact on construction projects in Indonesia. The research uses a literature review method to identify the BIM implementation process and its correlation with BIM maturity. The research results demonstrate the continued high demand for BIM resources among Indonesian construction projects. The use of BIM has been utilized in the construction, design, and planning phases of projects. The maturity of BIM utilization is predominantly associated with collaboration, team building, communication, and clash detection. BIM adoption is still quite low in Indonesia, particularly concerning legality, the availability of BIM requirements, supply chain participation, stakeholder involvement, and standard setting. Keywords: BIM; Performance; Project.
PATTERNS FOR HANDLING EROSION HAZARDS AND LAND CRITICALITY IN THE BAUMATA WATERSHED IN KUPANG DISTRICT Lasmana, Indradhi; Ambrosius Raha Lelang Wayan; Yohana Milo
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.v5i1.21408

Abstract

Baumata watershed is located in Kupang district. The land use conditions are mostly forests, paddy fields, with low root depth and play a major role in the process of causing soil damage, accelerating the rate of erosion and increasing the volume of surface runoff. This research examines the current level of erosion hazard in the existing land use of the Baumata Watershed and its area by considering the Regional Spatial Planning (RTRW) of Kupang Regency and its surroundings in the Baumata Watershed. The method used to calculate the rate of erosion is the MUSLE method where the method uses an approach from the surface runoff factor. The data processing uses a Geographic Information System (GIS). The erosion rate watershed is 3,402,685 tons/ha/year with a watershed area of 2,439.35 ha. Land rehabilitation and soil conservation (ARLKT) directions that are appropriate for the conditions of the Baumata watershed are 87 annual crop cultivation areas. 21 % (2,127.42 ha), Seasonal Plant Cultivation Areas 10.67 % (260.38 ha), and Buffer Areas 2.11 % (51.55 ha). The existence of data and information on the magnitude of erosion rates and land criticality in the Baumata watershed in Kupang district can be used to anticipate early landslide disasters in the area. Keywords: Erosion; Land Criticality; MUSLE; GIS.
ANALYSIS OF PEDESTRIAN PATH WIDTH REQUIREMENTS IN THE MANUKAN LOR ROAD AREA, SURABAYA CITY Habib Yoga Kusuma; Kurnia Hadi Putra; Theresia Maria Chandra Agusdini
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.v5i1.21415

Abstract

The commercial area on Manukan Lor street is one of the places in the city of Surabaya that currently has quite heavy traffic. The problem in this area is that there is no special pedestrian/pedestrian route available so it can endanger pedestrians, apart from that it can also disrupt the activity of traffic vehicles. The aim of this thesis refers to the formulation of the problem and the existing background, including: Determining the characteristics of pedestrians in the Manukan Lor Street area of Surabaya, determining the width requirements for pedestrian/pedestrian lanes in the Manukan Lor Street area, and to determine the performance results in Manukan Lor road section after and before the sidewalk. Guidelines used in planning pedestrian paths in the area "Sidewalk Planning Guidebook Number.007/T/BNKT/1990 Directorate General of Highways", "Guidebook for Building Construction Materials and Civil Engineering Ministry of PUPR Number.02/SE/M/2018 regarding technical planning of pedestrian facilities", and "Indonesian Road Capacity Guidebook 2023 (PKJI 2023)". The results of the analysis of the required width of the pedestrian path on the Manukan Lor road are 1.5 m wide with the level of service obtained is category A, and includes low-level side obstacles, with an average increase in the degree of saturation (Dj) of 0.026 but still in service level category C with a stable flow the speed can be controlled by traffic.  Keywords: Pedestrian Width; Characteristics; Road Performance.

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