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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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THE EFFECT OF OVERLOAD ON THE DESIGN OF LIFE OF ROAD PAVEMENT (CASE STUDY: KOTI ROAD, JAYAPURA CITY) Kurnia Hadi Putra; Ita Suhermin Ingsih; Theresia Maria Candra Agusdini; Mila Kusuma Wardani; Felicia Tria Nuciferani; Muhammad Exchel Cakra Putra
Journal Innovation of Civil Engineering (JICE) Vol 4 No 1 (2023)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v4i1.19936

Abstract

The roads hold a vital role in the transportation system in the Province of Papua, especially in the Jayapura area. However, real road conditions often experience a decrease in performance (damage) due to construction failures or deviant utilization. On Koti Road in Jayapura, sometimes vehicles passing it do not match the maximum permissible load. Consequently, excessive loading on the pavement can directly affect the design life of a road section. Therefore, this study aims to analyze the percentages of actual overload on each vehicle class, the increase in the cumulative VDF value, and the decrease in the design life on Koti Road, Jayapura. The research results indicated that the actual overload on Koti Road, Jayapura, obtained 81.06% for group 6a, 43.13% for group 6b, and 40.42% for group 7a. According to the Bina Marga method (1987), the cumulative VDF value increased by 133.8% due to actual excessive load in the field, while based on the NAASRA method (2004), it was 121.2%. In terms of the actual overload effects, the design life decreased by 9,273 years, or 46,365%, from the 20-year design life using the Bina Marga (1987) method, while based on the NAASRA (2004) method, the decrease in design life was 8.7898 years, or 43.949%, from the 20-year life plan. Keywords: Importance Performance Analysis; Facility Feasibility; Field Show Terminal
KINERJA PERSIMPANGAN TAK BERSINYAL JALAN PANGLIMA SUDIRMAN – JALAN UNTUNG SUROPATI UTARA KOTA MALANG M. Sa'dillah; Arifianto , Andy Kristafi; Bule , Ignasia
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.v4i2.20186

Abstract

The roads hold a vital role in the transportation system in the Province of Papua, especially in the Jayapura area. However, real road conditions often experience a decrease in performance (damage) due to construction failures or deviant utilization. On Koti Road in Jayapura, sometimes vehicles passing it do not match the maximum permissible load. Consequently, excessive loading on the pavement can directly affect the design life of a road section. Therefore, this study aims to analyze the percentages of actual overload on each vehicle class, the increase in the cumulative VDF value, and the decrease in the design life on Koti Road, Jayapura. The research results indicated that the actual overload on Koti Road, Jayapura, obtained 81.06% for group 6a, 43.13% for group 6b, and 40.42% for group 7a. According to the Bina Marga method (1987), the cumulative VDF value increased by 133.8% due to actual excessive load in the field, while based on the NAASRA method (2004), it was 121.2%. In terms of the actual overload effects, the design life decreased by 9,273 years, or 46,365%, from the 20-year design life using the Bina Marga (1987) method, while based on the NAASRA (2004) method, the decrease in design life was 8.7898 years, or 43.949%, from the 20-year life plan. Keywords: Importance Performance Analysis; Facility Feasibility; Field Show Terminal.
PERENCANAAN EKO-DRAINASE SUMUR RESAPAN SEBAGAI UPAYA PENCEGAHAN BANJIR DI KECAMATAN BINANGUN KABUPATEN BLITAR Fanani, Zainal; Risma Dwi Atmajayani; Nindya Yusniartanti
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.v4i2.20328

Abstract

The existence of land use change and loss of water catchment areas causes environmental ecosystems to be disrupted. Previously, green land has changed its function to become a development area which causes an increase in the volume of surface water when it rains because the water is not reabsorbed by the soil. In October 2022, there was a flood in the Binangun sub-district which was caused by the overflow of the drainage canals and rivers due to the large volume of surface water that entered. As an effort to deal with the flooding problem that occurs, planning infiltration wells is an effective solution to reduce the volume of surface water in the Binangun sub-district. Infiltration well planning was carried out with hydrological analysis and design discharge with a rational calculation method. From the analysis, it was found that the planned debit value was 284.61m3/s. The soil permeability value was obtained from the Falling Head soil sample test. The permeability test results of the falling head method obtained soil permeability values ​​in 3 regions namely, North = 0.003094m/s, Middle = 0.002827m/s, South = 0.001525m/s. The planning results showed that the dimensions of the infiltration wells for the Southern region are R=0.5m, L=1.5m, and H=6m with the assumption that the number of design wells is 333 which can reduce the planned discharge in the Binangun sub-district area by 35%. Keywords: Infiltration Wells; Floods; Drainage Planning.
INOVASI ECO-GREEN CONCRETE, BETON EKONOMIS MUTU TINGGI DENGAN VARIASI KOMPOSISI AGREGAT DAUR ULANG SEBAGAI SUBSTITUSI AGREGAT KASAR Rahma Nindya Ayu Hapsari; Haryadi, Bambang; Sutarto, Agung; Istianti, Monica Ayu; Panduwijaya, Joan Rafif; Lanjarsari, Aulia Putri
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.v4i2.20413

Abstract

The high level of infrastructure development at present forces old buildings to undergo repairs or even demolition to make way for new buildings that are more suitable and representative. The resulting demolition waste is usually discarded, becoming solid waste. The solution to the above problem is recycling the concrete waste as an alternative aggregate to replace some or all of the natural aggregates in the concrete mixture. Concrete with recycled aggregates is made with several composition variations of replacement to natural coarse aggregates, which is 0%, 25%, 35%, 45%, and 50%. The concrete will be tested for compressive strength at 28 days from the concrete mixture preparation. The research results showed that the highest compressive strength was found in the variation with a 25% replacement of natural coarse aggregates, which was 50.1 MPa, and the optimum compressive strength value is obtained at the variation of 23.51% recycled coarse aggregate substitution. Keywords: Recycled Aggregate; Innovation; Eco-Green Concrete; Concrete Compressive Strength; Sikament NN.
ANALYSIS OF THE DEGREE OF SATURATION AND LEVEL OF SERVICE ON AHMAD YANI ROAD, EAST SUMBA DISTRICT Amrita Winaya; Frienly Daungu
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.v4i2.20483

Abstract

Congestion on Jalan Ahmad Yani in West Sumba Regency is due to the presence of various shopping centers, companies, and tourist attractions. This study aims to determine the degree of saturation and level of service and provide alternative solutions to overcome the level of traffic congestion. The degree of saturation of Jalan Ahmad Yani in directions 1 and 2 is very high because the DS value is more than 1.00. The highest degree of saturation is 1.41 for direction 1 on Friday at 16.00-17.00, while direction 2 is 1369 on Monday at 12.00-13.00. The amount of road capacity is 1,075.41 pcu/hour while the peak flow is 1472 pcu/hour and is included in the level of road service F. Alternative solutions to overcome the level of traffic congestion are widening the road from 5 m to 9 m so that the degree of saturation is only 0.613 and is included in the level of service C. The second solution is directing pedestrians to use the sidewalk but at peak times it is included in the level of service F; conditions are still the same as before removing obstacles, namely traffic flow jams, low speeds, long queues, and delays. Keywords: Congestion; Level of Service; Road Capacity.
SPATIAL ANALYSIS IN CONSERVATION SITU IN BANTEN PROVINCE: CASE STUDY OF SITU KADUPAYUNG, PANDEGLANG REGENCY, BANTEN Taufik, Isvan; Sudrajat, Endang; Gemilang, Meysa Cahya
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.v4i2.20587

Abstract

Spatial planning analysis is a way to identify the location and area of a site based on spatial structure and spatial patterns. The research aims to discuss Spatial Analysis of Site Conservation in Banten Province: Case Study of Situ Kadupayung, Pandeglang Regency, Banten. The research method uses survey methods and uses Geographic Information System (GIS) analysis, as well as site area and contour analysis methods. The research results show that the area based on the KIB in Situ Kadupayung is 40,000 m². From the results of GPS RTK measurefments, it is known that the area of Situ Kadupayung is 34,462 m2 / 3.44 Ha. The difference between the measurement results and the goods inventory card (KIB) data at Situ Kadupayung is -5.538 m² / -0.55 Ha. There are 2 (two) factors that can cause large differences between Goods Inventory Card (KIB) data, namely 1) Internal Factors: Measurement techniques used (methods and tools); Errors in inputting measurement results data; 2) External Factors: Natural Factors, namely sedimentation, and Non-Natural Factors (Society). Keywords: Spatial Analysis; Conservation Situ; Banten Province
The OCCUPATIONAL HEALTH AND SAFETY (K3) RISK ANALYSIS USING HIRADC AND JSA METHODS IN BRIDGE REPLACEMENT PROJECTS Khoiri, Risma; Risma Dwi Admajayani; Trisno Widodo
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.v4i2.20250

Abstract

Bridge construction work is work that carries great risks. The research aims to determine the type and level of risk as well as risk control and the application of control methods to the Trisula Bridge Replacement Project. Based on the research results, various types of risks were identified and evaluated using the HIRADC approach and the JSA method. These risks are then assessed based on their level of likelihood and impact, and the risk level is determined. From the results of the risk identification carried out on the 10 main jobs for the Bridge Replacement Project, several jobs have moderate risk and high risk. Implementing risk control in the field is considered good for each job. However, to further improve efforts to prevent work accidents, it is necessary to pay attention to several things, namely checking the strength of the railing. In addition, it is important to continuously monitor and evaluate the implementation of risk controls in the field and ensure good awareness and understanding of risk control measures among workers. These efforts will help reduce risks that may arise during project implementation. Keywords: Risk; Occupational Safety and Health (K3); HIRADC; JSA; Bridge.
EKSPERIMEN PENGGUNAAN BIJI PLASTIK ABS (ACRYLONITRILE BUTADIENE STYRENE) SEBAGAI BAHAN TAMBAHAN CAMPURAN ASPAL PORUS Didakus Thomas Dapa Ole; M. Sa'dillah; Blima Oktaviastuti
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.v4i2.20440

Abstract

Increasing the strength of the porous asphalt mixture in the field of road contraction, in this context, porous asphalt is often used as road pavement. ABS plastic pellets (Acrylonitrile Butadiene Styrene) have the same properties as asphalt, namely, thermoplastic has a penetration value equivalent to asphalt pen 60/70, plays an important role in road pavement adhesives as an alternative and has high strength and is resistant to deformation itself. The objective of the experiment was to determine the characteristics of Marshall on optimum asphalt content (KAO) and the effect of adding ABS plastic pellets on the performance of porous asphalt was reviewed based on the Marshall test, Cantabro Loss and Asphalt Flow Down. The research used experimental testing methods in the laboratory. The research was conducted with asphalt pen content of 60/70, namely 4%, 4.5%, 5%, 5.5% 6% and additional levels of ABS plastic pellets 0%, 2%, 4%, 6% and 8%. From the planned grade for the addition of ABS plastic pellets mentioned above, the optimum bitumen content is obtained, namely 6% with a VIM value at 6% content of 23.61%, for a VMA value of 27.20%, for a stability value of 924.95 kg and the flow value obtained was 3.23 mm while the MQ value was 311.15 kg/mm. with standard or parameters namely AAPA 2004(Australian Asphalt Pavement Association).
ANALYSIS OF COMPRESSIVE STRENGTH PAVING BLOCKS WITH THE ADDITION OF COCONUT FIBER AND SUPERPLASTICIZER LIQUID Zabadi, Fairus; Taurina J. Irwanto
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.v4i2.20517

Abstract

This research was carried out to determine how strong the compressive strength of the Paving Block is to withstand the load above it, by adding coconut fiber and superplasticizer liquid to reduce the impact of environmental pollution. But for Paving Blocks, the effects of adding coconut fiber and superplasticizer liquid are not yet widely known. Further research needs to be done on adding coconut fiber and superplasticizer liquid in making PavingBlocks. The purpose of this research is as a form of knowledge for developing construction materials technology. This research can be used to utilize the potential of existing waste. This research aims to reduce environmental pollution caused by coconut fiber waste, and to use this waste as additional construction material technology and to find out how much compressive strength the Paving Block has so that it can be used as a construction tool. Theaddition of coconut fiber and superplasticizer liquid can improve the performance of Paving Blocks according to SNI 03-0691-1996 (compressive strength). The results from adding coconut fiber and superplasticizer liquid are higher than Normal Paving (without mixed ingredients). Paving Block 1:5 with the addition of coconut fiber and superplasticizer liquid from 5 samples produces an Average Stress fcr' of 305.42 Kg/cm and Paving Block 1:6 withthe addition of coconut fiber and superplasticizer liquid from 5 samples produces an Average Stress -Average fcr' is 237.45 Kg/cm2. Normal 1:5 Paving Block from 2 samples produces an Average Stress fcr' of 203.47 Kg/cm2and normal 1:6 Paving Block from 2 samples produces an Average Stress fcr' of 184.59 Kg/cm2 Keywords: Compressive Strength; Paving Block; Coconut Coir Fiber; Superplasticizer Liquid.
ANALYSIS OF OCCUPATIONAL SAFETY AND HEALTH (K3) RISK IN THE CONSTRUCTION OF SAMPANG SOUTH RING ROAD (JLS) USING HAZID HIRA AND HAZOP METHODS mukti, hazin; Zabadi, Fairus
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.v4i2.20553

Abstract

Occupational Health and Safety (K3) is all engineering activities to support construction work in realizing the fulfillment of security, safety, health, and sustainability standards that ensure construction engineering safety, workforce safety and health, public safety, and environmental safety. This research was conducted to determine the risks of work accidents, identify technical implementation risk factors, and determine responses to the most dominant risks. The method used is HIRA, HAZID, and HAZOP. In HIRA, 4 dominant risk variables may occur during the construction of the South Ring Road (JLS) Sampang, namely: (X4.4), (X5.3), (X6.1), and (X6.2). To determine whether or not the variable data used to use the HAZID method is to use a preliminary questionnaire which is distributed before the main questionnaire. the correlation value of each variable is obtained or it is called the r count, then the r count can be compared with r table. To determine the risk response and recommendations that may occur using the HAZOP method is to use literature studies from previous journals as well as occupational safety and health standards. Thus, 19 recommendations for controlling the 4 dominant risks that may occur in the South Ring Road (JLS) Sampang project are obtained. Keywords: Occupational Safety and Health (K3), HAZID Method, HIRA Method, and HAZOP Method

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