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Cerucuk. Prodi S1 T. Sipil.
Published by Universitas Lambung Mangkurat
ISSN : 25801295     EISSN : 25500155     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal internasional bidang teknik sipil seperti : sumberdaya air, struktur bangunan, mekanika tanah, transportasi dan manajemen konstruksi.
Arjuna Subject : -
Articles 5 Documents
 1 
Search results for , issue "Vol 9, No 2 (2025): CERUCUK VOL. 9 NO. 2 FEBRUARY 2025" : 5 Documents clear
RISK ANALYSIS ON THE IMPLEMENTATION OF THE CONSTRUCTION PROJECT OF THE HIGH PROSECUTOR'S OFFICE OF SOUTH KALIMANTAN PROVINCE (CONTINUED) Verdiyani, Irwina Sari; Karim, Abdul
CERUCUK Vol 9, No 2 (2025): CERUCUK VOL. 9 NO. 2 FEBRUARY 2025
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v9i2.14839

Abstract

The change in the status of the capital city of South Kalimantan province has implications for the development of urban infrastructure. Various construction works are being carried out, such as the construction of buildings, roads, and bridges. In the implementation of a construction project, of course, there is never a risk that can hinder the implementation process wherever the project is carried out. For example, the South Kalimantan Provincial High Prosecutor's Office (Continued) project is one of the medium-risk projects.The method used for this risk analysis is to use a quantitative research method with validity and reliability tests. Then analyze the Probability and Impact  data using the Severity Index calculation, which further determines the level of risk with the Matrix Probability and Impact. Then categorize these risk variables into risk acceptance scales in order to obtain the dominant risk variables that occur in the project.The results of the research from the risk analysis on the Implementation of the South Kalimantan Provincial High Prosecutor's Office Development Project (Continued) obtained 15 valid risk variables. There were 11 dominant risk variables with medium categories  and 3 risks with high categories  that affected the projectKeywords: Risk, Risk Analysis, Building, Severity Index
Risk Analysis in the Implementation of Phase II Development Project of the South Kalimantan Provincial Social Service Office Noor, Athafa'iq Mufadhadal; Karim, Abdul
CERUCUK Vol 9, No 2 (2025): CERUCUK VOL. 9 NO. 2 FEBRUARY 2025
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v9i2.14840

Abstract

In its implementation, construction projects increase yearly due to the high demand for infrastructure such as buildings, roads, and bridges. These projects are not free from risks that can affect cost, time, and quality. This study focuses on the Phase II Development Project of the South Kalimantan Provincial Social Services Office to analyze potential risks. The research method employs a quantitative approach by analyzing Probability and Impact data using the Severity Index. The results are applied to the Probability and Impact Matrix to identify dominant risks and categorize them based on the risk acceptance scale. The findings reveal 12 valid risk variables, with 10 risks categorized as medium and 2 as high. The study provides risk response recommendations to mitigate impacts on the project. Keywords: Risk analysis, Severity Index, Probability and Impact Matrix, dominant risk variable.
SCHEDULING ANALYSIS USING THE PRECEDENCE DIAGRAM METHOD (PDM) METHOD IN THE PHASE II BRIDGE CONSTRUCTION PROJECT IN PEJAMBUAN VILLAGE, SUNGAI TABUK DISTRICT, BANJAR REGENCY, SOUTH KALIMANTAN Pinanggi, Alfisyah Oktarina; Karim, Abdul; Widiastuti, Endah
CERUCUK Vol 9, No 2 (2025): CERUCUK VOL. 9 NO. 2 FEBRUARY 2025
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v9i2.14841

Abstract

In its implementation, starting from the planning stage, the implementation of scheduling, to the supervision and implementation of good controls, construction projects need to be well managed in their work. In the process of Building the Phase II Bridge Project in Pejambuan Village, Sungai Tabuk District, there was a slight delay in the eighth week due to equipment damage and delays in the material supply mobilization process. This project only has a time schedule in the form of an S Curve which is not helpful in controlling work in the field.This study aims to analyze scheduling using  the Precedence Diagram Method (PDM) method assisted by the Microsoft Project 2021 application and identify critical and non-critical paths of work so that the implementation of the project can be carried out with an effective duration.Based on the results of the analysis of this study, the total duration of work is 138 working days with the total duration of work calculated using calendar days for 174 days, and the total duration of project realization is 180 calendar days. CV planning calculation. Al Fatih Karya is scheduled to be completed by September 30, 2024, while scheduling with the PDM method is completed by September 24, 2024. The critical trajectory in the results of this analysis is found in 13 activities starting from ordinary excavation work and ending with the installation of bridge nameplates. Keywords : Bridge, Microsoft Project 2021, Scheduling, Delay, PDM
THE EFFECT OF PILE CROSS-SECTION AREA AND STRAIGHTNESS ON FRICTION CAPACITY IN SOFT CLAY SOIL BASED ON LABORATORY MODEL SCALE Nur Andhiska, Muhammad Adam; Rusdiansyah, Rusdiansyah
CERUCUK Vol 9, No 2 (2025): CERUCUK VOL. 9 NO. 2 FEBRUARY 2025
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v9i2.14842

Abstract

The bearing capacity of a foundation is influenced by the diameter and straightness of the pile because the bearing capacity is highly dependent on the resistance of the pile tip and the resistance of the pile cover and the shape of the pile affects the strength of the foundation. Therefore, the purpose of this study was to determine the value of the bearing capacity of the pile foundation on the cross-sectional area and the effect of pile misalignment.The method used in this study is the descriptive analysis method. Data were collected from laboratory tests with a comparison of the field scale. The manufacture of pile test specimens with each variation was 10%, 25%, 50%, and 75%.From the test results, the variation in the cross-sectional area affected the bearing capacity value which increased as the variation in the cross-sectional area increased. As for the test results, the variation in the straightness of the pile affected the bearing capacity value which decreased as the variation in the pile misalignment increased.Keywords:bearing capacity, cross-sectional area, straightness, clay soil, laboratory tests, piles.
ANALYSIS OF LABOR COEFFICIENT IN COLUMN STRUCTURE WORK (CASE STUDY OF THE CONSTRUCTION PROJECT OF THE HIGH PROSECUTOR'S OFFICE OF SOUTH KALIMANTAN PROVINCE) Maharani, Nadiya; Karim, Abdul
CERUCUK Vol 9, No 2 (2025): CERUCUK VOL. 9 NO. 2 FEBRUARY 2025
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v9i2.14838

Abstract

Along with the development of the times, the construction of buildings is also increasing rapidly. In a project, planning the budget of a project using the method of analyzing the price of the unit of work is very necessary as a reference. In the analysis of the unit price of work, there is also a labor coefficient planning which aims to measure the efficient use of labor in a construction project and can optimize the use of human resources in a construction project.The data collection method used is using the work sampling method. Work Sampling is a method that can be used to measure productivity. The productivity value of the workforce can be seen from the results of the standard time calculation. Standard time is the time that can be completed by the workforce in completing work under standard conditions.               The results of the research conducted on the South Kalimantan Provincial High Prosecutor's Office Construction project obtained the value of the labor coefficient in the column structure work in the field which was compared with the labor coefficient in the planning column structure work. Between the two analyses there is a clear difference due to the difference in work methods carried out in the field. This results in the value of the labor coefficient in the field tending to be smaller than the value of the planned labor coefficient.Keywords: Coefficient, Labor, Column

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