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UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology
Published by Universitas Muslim Indonesia
ISSN : 25974815     EISSN : 27986500     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Engineering Industrial & Manufacturing Engineering Transportation
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology is an international language national journal that publishes the best peer-reviewed research in all fields of science and technology based on originality, importance, interdisciplinary interest, timeliness, accessibility, elegance and surprising conclusions. UNDERPASS provides fast, authoritative, insightful and engaging news and interpretations and interpretations of topical and upcoming trends that will impact science, scientists and society at large. UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology is an electronic journal (e-ISSN) in 2021 which is an improvement change from the flyover journal which previously used the Print ISSN (p-ISSN) starting in 2017.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 68 Documents
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EVALUATION OF TIME AND COST OF DELAY FOR CONSTRUCTION IMPLEMENTATION IN THE BIOMOLECULER LABORATORY BUILDING PROJECT BTKLPP CLASS I MAKASSAR Hanafi Ashad Ashad; Ratna Musa Musa; Kasmawati Kasmin
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 4 No. 2 (2020): JURNAL FLYOVER Volume 4 Issue 2 November 2020
Publisher : Moeslim Indonesian University (UMI)

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Abstract

In the implementation of a project, it is very rare to find a project that goes exactly as planned. Generally experiencing delays in both time and work progress, but there are also projects that experience acceleration from the initial planned schedule. To avoid losses in the project, we can forecast (forecasting) the cost of completing the project with the Earned Value Concept. The study was conducted to evaluate the time and cost of delays in the construction of the BTKLPP Class I Makassar Biomolecular Laboratory Building Project. The method used for this research is the earned value with a project duration of 22 weeks. From the results of the evaluation using the earned value method, the project completion time from week 1 to week 22 is not in accordance with the initial plan for project implementation, indicating that the PV value is greater than EV, causing a time deviation value or schedule variance or SV from week 1 to 22 almost all of them are negative (-) or SV < 0 this means the project is experiencing delays, and the value of cost variance or cost variance or CV is all positive or CV > 0 means projects with costs under plan , and because the project experienced a delay in completion, the project performance was not good, this was seen in almost all SPI (schedule performance index) values ​​which were less than 1 or SPI values ​​< 1.
STUDY OF BAROMBONG RAW WATER NEEDS, GOWA REGENCY Ratna Musa; Abd Karim Hadi Hadi; Andi R Tenri Pakkua Tenri Pakkua
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 4 No. 2 (2020): JURNAL FLYOVER Volume 4 Issue 2 November 2020
Publisher : Moeslim Indonesian University (UMI)

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Abstract

Clean water is a primary human need where there are many uses such as drinking, cooking, bathing and others. Population growth in an area that is increasing year by year has resulted in a large number of public demands related to the need for clean water. The purpose of writing is to find out the availability of raw water and the need for clean water in the Barombong sub-district in the next 5 (five) years. In analyzing the data, there are several stages that are passed, namely analyzing the population for the next five years using arithmetic, geometric and linear regression methods, and analyzing raw water sources using the Fj method. Mock and raw water needs. After analyzing the data, it can be described that the potential need for raw water in the Barombong sub-district for the next 5 (five) years is very sufficient where the availability of raw water is 176.01 Ltr/s while the need is 118.24 Ltr/s.
INTERNATIONAL AIRPORT TAXIWAY RIGID PLANNING WITH PAVEMENT CLASSIFICATION NUMBER (PCN) Andi Baso Gunawan; Mohammad Junaedy Rahman
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 4 No. 2 (2020): JURNAL FLYOVER Volume 4 Issue 2 November 2020
Publisher : Moeslim Indonesian University (UMI)

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Abstract

Pavement Classification Number (PCN) which has been determined as a requirement in the planning of airport pavement thickness by the Director General of Civil Aviation, Ministry of Transportation Directorate General of Air Transportation in 2015. The airport apron pavement design uses rigid pavement for Boeing 747 series 400 (B747 - 400). The planned pavement layers consist of a surface layer in the form of a concrete slab, and a subbase layer under the concrete layer. The quality of the rigid pavement design concrete is K-400 or fck' 40 MPa. In this study, the calculation results obtained that the total thickness of the rigid pavement layer was 560 mm consisting of the Surface Course PCC layer thickness which was rounded to 400 mm and the thickness of the P-306 Econocrete Subbase layer. which is rounded off to 160 mm. The need for longitudinal and transverse reinforcement in the Surface Course PCC layer uses wire mesh type M8 or D8-150. The requirement for the minimum ratio of FAA slab reinforcement is 0.6%. The use of 22 mm diameter plain iron with a distance of 200 mm (P22-200) for dowel reinforcement resulted in a reinforcement area of ​​Asd = 1900 mm2 per meter which was greater than the dowel requirement required by the FAA.  
ANALYSIS OF HOUSING OWNERS SATISFACTION LEVEL ON HOUSING CONSUMERS AT HOUSING FACULTY OF ENGINEERING UNHAS IN KAB. GOWA Abd Karim Hadi Hadi; Ratna Musa Musa; Nurbaya
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 4 No. 2 (2020): JURNAL FLYOVER Volume 4 Issue 2 November 2020
Publisher : Moeslim Indonesian University (UMI)

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Abstract

Housing and settlements are one of the basic human needs. As written in the 1945 Constitution Article 28, that the house is one of the basic rights of the people and therefore every citizen has the right to live and get a good and healthy living environment. In addition, the house is also a basic human need in increasing the dignity, quality of life and livelihood, as well as as a reflection of oneself in an effort to improve the standard of living, as well as the formation of character, character and personality of the nation. Research Objectives To analyze expectations/needs, environmental quality, existence Facilities and infrastructure as well as Security Conditions. The method used is descriptive qualitative analysis using multiple regression equations. The population and sample are residents of the housing estate of the Hasanuddin University Faculty of Engineering in Gowa Regency. The results obtained from the five variables have an influence on the level of occupant satisfaction. And the variable that has a strong influence is on the expectation/needs variable, with a coefficient of 0.344 and the infrastructure variable of 0.288, so it is suggested that both variables can be followed up so that the level of satisfaction of the residents of the housing reaches the level of satisfaction.
DRIVERS BEHAVIOR ANALYSIS AND FULFILLMENT OF SIGNS AGAINST TRAFFICK IN PINRANG CITY Lambang Basri Said Basri Said; Ilham Syafei Syafei; Muhammad Sastera Hasim
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 4 No. 2 (2020): JURNAL FLYOVER Volume 4 Issue 2 November 2020
Publisher : Moeslim Indonesian University (UMI)

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Abstract

Traffic is one of the means of community communication that plays a very vital role in facilitating the development that we carry out. The traffic problem is one of the problems on a national scale that develops in tune with the development of society. The problem faced today is the emergence of congestion on various roads, especially at peak hours. Congestion factors are generally caused by the components of facilities, infrastructure, signs and human factors as traffic drivers on the highway. Formulation of the problem, how aspects of the character of the driver, social, economic and cultural aspects of the driver and the fulfillment of traffic markings. Research objectives, to analyze the components of facilities, infrastructure, signs and human factors as drivers. The population of Pinrang City is ± 96,369 people and the number of samples is 100 respondents, the analysis method used is Multiple Linear Regression Software, the results obtained are X5: Aspects of Fulfillment of Signs-Marks 0.334; X4: Rider Culture Aspect 0.313; X1: Character driver coefficient value 0.246; X3: Driver's Economic Aspect,0.075; and X2: Social aspect of the driver, 0.036.
ANALYSIS OF IMPLEMENTATION OF OCCUPATIONAL SAFETY AND HEALTH (K3) ON ROAD CONSTRUCTION WORKERS Lambang Basri Said Said; Ilham Syafei; Hardiman
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 4 No. 2 (2020): JURNAL FLYOVER Volume 4 Issue 2 November 2020
Publisher : Moeslim Indonesian University (UMI)

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Abstract

Occupational Health and Safety (K3) issues for workers during construction projects often receive less attention from various parties, both from the government or from providers. This lack of awareness of the importance of K3 has resulted in many work accidents in the implementation of construction projects. Accidents that occur in the construction process can hamper the construction process itself so that the objectives of Project Management are not achieved. Research Objectives, To formulate the equation for the application of K3 to road construction workers and to analyze the character, awareness, understanding and compliance of workers with the implementation of K3. The population of workers at the research location is ± 500 people and the number of samples is 100 respondents, the analytical method used is Multiple Linear Regression Software, the results obtained are Character (X1) = 0.282 or 28.2%, Awareness (X2) = 0.226 or 22.6% , Understanding (X3) = 0.258 or 25.8%, Compliance (X4) = 0.242 or 24.2%
STUDY OF FUND ALLOCATION FOR MAKASSAR CITY DRAINAGE CHANNEL MAINTENANCE: Case Study Bumi Tamalanrea Permai District. Tamalanrea Hanafi Ashad; Abd Karim Hadi; Suryanti Adnan
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 4 No. 2 (2020): JURNAL FLYOVER Volume 4 Issue 2 November 2020
Publisher : Moeslim Indonesian University (UMI)

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Abstract

Bumi Tamalanrea Permai Housing is a housing development that began to be developed in 1990. Many lands that were originally water catchment areas have now been converted into residential, industrial, office and trade areas. During the rainy season with maximum rainfall in the Tamalanrea Permai Earth Area (BTP), extensive inundation occurs. This condition is strongly influenced by the capacity of the channel, how much sedimentation is and how much the maintenance costs for the existing drainage channel are. The objectives of this research are 1) To know the optimization of drainage channel capacity in the BTP Tamalanrea area based on hydrological analysis and hydraulics analysis. 2) Knowing the capacity of the drainage channel due to sedimentation. 3) Knowing the financing of drainage channel maintenance. The research method used is survey method, case study which contains a review of real conditions through field observations accompanied by analysis based on existing methods or formulas. The research design includes site survey, primary and secondary data collection, data analysis and design of culvert drainage dimensions based on hydrological and hydraulic analysis. The research area is divided into 4 (four) segments. The results show that 1) Optimization of drainage channel capacity based on hydrological and hydraulic analysis where the existing discharge must be greater than the design discharge (Qeks > Qrenc) has met, the results show that each segment shows Qeks > Qrenc which means the drainage is functioning and needs maintenance. 2) The presence of sedimentation causes the channel capacity to be smaller, so dredging must be carried out throughout the channel. 3) Based on all the results of the analysis and calculations carried out, the amount of costs required for maintenance activities is obtained by referring to the applicable regulations.
TRAFFIC IMPACT ANALYSIS REVIEW OF TRAVEL ATTRACTION IN THE AREA OF PANKEP REGENCY Hospital Maryam H; Lambang Basri Said
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 4 No. 2 (2020): JURNAL FLYOVER Volume 4 Issue 2 November 2020
Publisher : Moeslim Indonesian University (UMI)

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Abstract

The activity zone is located as a trip towing zone. One of these activity zones is the Hospital. The Pangkep District General Hospital which is located in the city center of Pangkep Regency has a fairly high activity intensity. The interactions that occur as a result of the need for health, both patients and families or visitors as well as medical officers or hospital managers and others will result in the movement of traffic flows around the hospital complex which will cause problems including an increase in traffic volume on the toll segment. the road that is around the Pangkep Regional General Hospital. This study aims to find out how many pulls occur at the Pangkep Regional General Hospital, to find the contribution of the distribution of traffic that occurs on the roads around the Pangkep Regional General Hospital and the road capacity that is burdened by visitors to the Pangkep Regional General Hospital. In this study, a survey method with a questionnaire was conducted to determine the socio-economic characteristics. The sampling technique was carried out in a proportional random manner for each visitor who used a certain mode to reach the Pangkep Regional General Hospital which represented all zones. Based on the analysis results, predictions for the next 10 years will increase the intensity of activities at the Pangkep Regional General Hospital, in 2019 the Pangkep Regional General Hospital with a building area of ​​± 10,885 m2 is able to attract 172 cars per day and 581 motorbikes per day, as well as attracting 1207 visitors per day, in the next 10 years the Pangkep Regional General Hospital will attract as many as 206 cars per day and 697 motorcycles per day, and attract 1447 visitors per day. The performance of the road segment has almost reached the upper safe limit, as indicated by the DS which has reached 0.31 in 2019 and the DS will increase to 0.45 in 2029.
Analysis of the Competency Relationship of a Project Manager Based on Three Aspects, namely "Perception of Project Manager Competence on the Success of the Mandai Simpang Lima Under Pass Road Construction Project" Rizki Ayu Saraswati
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 2 No. 1 (2018): Journal Flyover Vol 2 Issue 1 Juni 2018
Publisher : Moeslim Indonesian University (UMI)

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Abstract

A project is said to be successful if the project is able to be completed at a competitive cost, can be completed on time or even faster than the scheduled time, and with the achievement of quality. For this reason, a reliable project manager is needed, who knows what his duties are as a project leader and has the required competency requirements. The competence of a project manager can be measured in three ways, namely knowledge or knowledge, skills or expertise and attitude or attitude. The results of the Pearson Correlation analysis show that of the eleven independent variables, only six are correlated with project success, including Communication and Scope Management, Human Resource Management, Leadership and Project Management, Professionalism and Management Issues, Responsibilities, Dreams and Priorities. Simultaneously these six independent variables have a significant influence on the project success variable. This is evidenced from the results of the F test or multiple correlation test which shows that the value of Sig. 0.032 < 0.050. So it can be said that the competence of the project manager has a significant influence on the success of the project. The influence of a project manager's competence on the success of the project can be said to be not too large, this is evidenced in the Model Summaryb table, by looking at the Adjusted R Square value of 0.080. The six independent variables only have an effect of 8% on the variation (up and down) of project success, and for 92% it is influenced by other variables not included in this study.
IDENTIFICATION OF FLEXIBLE PAVEMENT DAMAGE LEVEL IN ROUTINE MAINTENANCE OF ROADS BANTAENG DISTRICT Maryam H; Minarni
UNDERPASS Journal of Civil Engineering, Applied Sciences, and Technology Vol. 2 No. 1 (2018): Journal Flyover Vol 2 Issue 1 Juni 2018
Publisher : Moeslim Indonesian University (UMI)

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Abstract

Road maintenance is carried out continuously throughout the year and carried out as soon as possible when the damage is not widespread. Road maintenance is managed directly by the PUPR Service for Roads and Bridges in Bantaeng Regency through routine maintenance based on self-management funds. The pavement identification benchmarks used include the condition of flexible pavement damage and district road pavement damage which are included in the low traffic category. This study aims to: (1). Identify the condition of road pavement damage in routine road maintenance activities in Bantaeng Regency. (2). Analyzing alternatives for routine maintenance of district roads with a self-managed system. Using the Bina Marga method and the Pavement Condition Index (PCI) method to identify the level of damage and handling in routine maintenance with a self-managed system. The result of the damage number of the Bina Marga method is 17 so that the value of the road condition is 6 with the type of damage to crocodile skin cracks. While the results of the priority value of 5 < 7 which states the condition of pavement damage are grouped in a routine maintenance program with a self-managed system. The results of the survey of the SDI value of 100 are grouped in a lightly damaged condition in the category of routine maintenance. The results of the identification of damage conditions using the PCI method obtained crocodile skin cracks, obesity, box cracks, hollows, subsidence, edge cracks, fillings, aggregate wear and holes. Alternative treatment requires a routine maintenance program that is carried out on a self-managed basis.

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