cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Ulfa Fitriati
Contact Email
ufitriati@ulm.ac.id
Phone
-
Journal Mail Official
teknik.sipil@ulm.ac.id
Editorial Address
-
Location
Kota banjarmasin,
Kalimantan selatan
INDONESIA
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 81 Documents
 5   6   7   8   9 
THE EFFECT OF CHARITY ACTIVITIES ON STREET ON TRAFFIC FLOW CHARACTERISTICS ON THE TRANS KALIMANTAN ROAD SECTION OF BARITO KUALA REGENCY Jiani, Harjianti Shinta Rosalia; Radam, Iphan F.
CERUCUK Vol 8, No 6 (2024): CERUCUK VOL 8 NO. 6 JUNE 2024
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v8i6.13424

Abstract

The location reviewed in this study is on Jalan Trans Kalimantan KM.12 Barito Kuala Regency precisely in front of the entrance direction of GIBS Junior High School, which is influenced by charity activities. This causes increased density and decreased vehicle speed, making the speed of vehicle movement slow. Therefore, it is necessary to conduct research to find out how much influence it causes. What will be analyzed is both directions because they are equally affected by charity activities with conditions when there are charity activities and when there are no charity activities, requiring data in the form of LHR data and the speed taken directly at the research site. To find out these influences used conventional methods (Greenshield, Greenberg, and Underwood). From the results of the analysis, the model selected affected by charity in the direction on Handilbakti and the direction on Marabahan is the Greenshield model, and the model selected when it is not affected by charitable donations in the direction on Handilbakti and the direction of Marabahan is the Greenshield model, In each direction from the calculation results with conditions when there is a charity activities there is a maximum volume decrease of 18.53% from the Handilbakti direction, and from the Marabahan direction by 40.26%. The maximum speed in the Handilbakti and Marabahan directions has decreased by 59.71% and 61.40%, and for maximum density in the Handilbakti and Marabahan directions there has been an increase of 30.11% and 15.07%. LOS got from a degree of saturation > 0.8 when there was a charity activities in the direction at Handilbakti which occurred between 16.00  s.d. 18.00 WITA, and the direction of Marabahan occurs in the range of 15.10 – 16.40 WITA and the range of 16.30 – 18.00 WITA. Meanwhile, LOS when there is no charity in the direction of Handilbakti and Marabahan dominantly shows B level (66%) and C level (79%).  Keywords: Charity Activities on Street, Level of Service, Traffic Characteristics
PERFORMANCE ANALYSIS OF STREET AHMAD YANI KM 27 DUE TO THE SP. ROAD REHABILITATION WORK PROJECT. LIANG ANGGANG - BTS. TRAINING CITY SECTION 1 BANJARBARU CITY Khalikinor, M. Ikhsan; Yasruddin, Yasruddin
CERUCUK Vol 8, No 6 (2024): CERUCUK VOL 8 NO. 6 JUNE 2024
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v8i6.13426

Abstract

In this study, an analysis of the calculation of traffic volume, vehicle speed and side friction that occurred as a result of the Sp. Road Rehabilitation Project was carried out. Liang Anggang - Bts. Pelaihari City Section 1 Banjarbaru City using the 1997 Indonesian Road Capacity Manual (MKJI) method. Traffic volume conditions on Jalan Ahmad Yani Km 27 as a result of the Sp. Road Rehabilitation Project. Liang Anggang - Bts. Pelaihari City Section 1 City of Banjarbaru on Sunday, January 23, 2022 in the direction of Banjarbaru to Liang Anggang for 3007 vehicles/day, while the direction from Liang Anggang to Banjarbaru is 3041 vehicles/day.The traffic capacity for Jalan Ahmad Yani Km 27 which has a population of 258,753 people, with a city size of 0.1 - 0.5. Analysis data for Jalan Ahmad Yani Km 27 as a result of the Sp. Road Rehabilitation Project. Liang Anggang - Bts. Pelaihari City Section 1, Banjarbaru City on Sunday, January 23, 2022 in the direction of Banjarbaru towards Liang Anggang 3007. With MC 73.46%, LV 15.76%, HV 10.31%, and UM 0.47%. while the direction of Liang Anggang is towards Banjarbaru 3041. With MC 73.04 %, LV 15.36%, HV 11.15%, and UM 0.46%.The average speed that occurs on Jalan Ahmad Yani Km 27 due to the Road Rehabilitation Project Sp. Liang Anggang - Bts. Pelaihari City Section 1, Banjarbaru City on Sunday, January 23, 2022, headed from Banjarbaru to Liang Anggang with an average speed of MC 25.45 km/hour, LV 24.12 km/hour, HV 23.47 km/hour. while the direction of Liang Anggang is towards Banjarbaru with an average speed of MC 25.38 km/hour, LV 24.16 km/hour, HV 23.47 km/hour.The traffic density that occurred on Jalan Ahmad Yani Km 27 as a result of the Sp. Road Rehabilitation Project. Liang Anggang - Bts. Pelaihari City Section 1, Banjarbaru City on Sunday, January 23, 2022 in the direction of Banjarbaru towards Liang Anggang with a traffic density of 86.81 vehicles/hour, LV 19.65 vehicles/hour, HV 13.21 vehicles/hour. while the Liang Anggang direction is towards Banjarbaru with a traffic density of MC 87.52 vehicles/hour, LV 19.33 vehicles/hour, HV 14.44 vehicles/hour. Keywords: Capacity, Speed and Density and MKJI 1997
ANALYSIS OF HEAVY EQUIPMENT PRODUCTIVITY IN THE PAVING WORK OF LASTON LAPIS WEAR (AC-WC) ROAD IN THE BANJARMASIN-MARTAPURA ROAD RECONSTRUCTION PROJECT SECTION II Putri, Ronna Sabilla; Yuliana, Candra; Isramaulana, Aulia
CERUCUK Vol 9, No 1 (2025): CERUCUK VOL. 9 NO. 1 JANUARY 2025
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v9i1.14686

Abstract

The reconstruction of the Banjarmasin-Martapura Road Section II is carried out to meet the community's needs for better transportation access. In this project, the role of heavy equipment is very important to support the efficiency and effectiveness of the project. This study aims to analyze  the output level of  heavy equipment based on theory and field conditions and identify factors that affect productivity in Laston Lapis Wear (AC-WC) road paving work.The method applied in the analysis of heavy equipment production capacity is  the Time Study Method. This method is used to calculate the standard time of work by collecting data on the amount of time it takes to complete a task.The results of the study show that the production capacity of heavy equipment based on theory reaches 301.06 tons/day and the duration of work is 5 (five) days with the number of heavy equipment Asphalt Sprayer as many as 1 tool, Dump Truck as many as 20 tools, Asphalt Finisher as many as 1 tool, Tandem Roller as many as 1 tool, and Pneumatic Tire Roller a total of 1 tool. Meanwhile, based on the analysis carried out in the field, it was found that the productivity of all heavy equipment was 143 tons/day and the duration of work was 11 (eleven) working days with the number of heavy equipment Asphalt Sprayer as many as 1 tool, Dump Truck as many as 26 tools, Asphalt Finisher as many as 1 tool, Tandem Roller as many as 1 tool, and Pneumatic Tire Roller a total of 1 tool.  The aspects that affect the performance of heavy equipment in this study are material factors, field, heavy equipment conditions, weather and time management. 
THE EFFECT OF MERGER FLOW CURRENT ON U-TURN ON TRAFFIC FLOW CHARACTERISTICS ON A. YANI ROAD KM. 35 IN BANJARBARU CITY Kamila, Cahya; Radam, Iphan Fitrian
CERUCUK Vol 8, No 6 (2024): CERUCUK VOL 8 NO. 6 JUNE 2024
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v8i6.13422

Abstract

The denser an area is, the denser the traffic movement will be. When the vehicle makes a u-turn movement, it can cause congestion because the vehicle doing a u-turn causes the vehicle volume to get higher and the vehicle speed lower.   Jalan A. Yani Km. 35 in Banjarbaru city South Kalimantan province is one of the road sections that connect people to and from the city center.  The road has median and median openings to coordinate the u-turn movement.  This study aims to determine the performance of traffic that is affected by u-turn and not affected by u-turn.   The research was conducted using a field survey method that included traffic volume, vehicle speed and geometric road conditions. The method for analyzing data uses conventional methods (Greenshield, Greenberg, and Underwood models), and the best model relationship is obtained, namely the Greenshield model. From the calculation results of the Level of Service, for road conditions affected by the u-turn LOS the dominant E was 68% with a saturation degree value ranging from 0.88 – 1.00, which occurred at 16.00 – 17.30 CIT and 17.30 – 21.00 CIT.  Meanwhile, road conditions that are not affected by the u-turn LOS obtained  C of 72% with a saturation degree value ranging from 0.45 – 0.60.Keywords: Level of Service, Merger, Traffic Flow Characteristics, U-Turn
ANALYSIS OF PRODUCTIVITY AND COST OF HEAVY EQUIPMENT IN GRADED PAVEMENT WORK ON THE SYAMSUDIN NOOR INTERNATIONAL AIRPORT ACCESS ROAD CONSTRUCTION PROJECT Alfandi, Muhammad Ikhsan; Karim, Abdul
CERUCUK Vol 9, No 1 (2025): CERUCUK VOL. 9 NO. 1 JANUARY 2025
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v9i1.14687

Abstract

This study aims to analyze the productivity and costs of heavy equipment used in granular pavement work on the Syamsudin Noor International Airport access road construction project. The analysis focuses on evaluating the performance and cost-effectiveness of various types of equipment, including wheel loader, dump trucks,motor grade, water tanker truck and vibratory roller. Data were collected through field observations and contractor reports, which were then analyzed using productivity calculation methods and cost analysis techniques. The results show that proper equipment management and optimization significantly impact project efficiency and budget control. This research provides valuable insights for improving the planning and execution of similar infrastructure projects.Keywords: productivity, heavy equipment, cost analysis, granular pavement, airport access road
ROAD DRAINAGE SYSTEM DESIGN EVALUATION (CASE STUDY OF PRAMUKA ROAD, BANJARBARU CITY) Secondhanti, Firstyarinda Poppy; Fitriati, Ulfa
CERUCUK Vol 8, No 6 (2024): CERUCUK VOL 8 NO. 6 JUNE 2024
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v8i6.13423

Abstract

The drainage canal development project discussed is one of the projects undertaken by the Public Works and Spatial Planning Office of the City of Banjabaru. This drainage is located along Jalan Pramuka, North Loktabat. As a result of changes to the urban planning system in the city of Banjabaru, the work on improving the city's drainage system on the surrounding roads began. Many things cause an increase in the flow coefficient, which can trigger sedimentation in drainage channels and even runoff in the following years. The causes include the development and increasing density of the urban area of Banjarbaru and the bad habits of the people, such as throwing garbage in the canal.This research aims to redesign the drainage system in order to obtain a drainage network system that is more optimal in terms of environment, materials, and costs. This research was conducted by analyzing the design flood discharge at the location of the Banjarbaru City Urban Drainage System Development Project, calculating the existing drainage system calculation analysis, and evaluating a more optimal and economical drainage system design that could be suggested.Data analysis was carried out by hydrological analysis and hydraulic analysis. Furthermore, to process the data obtained, several calculation steps are carried out, such as processing daily rainfall data, frequency analysis, and discharge calculations. Through these calculations, the design discharge Qr 2 years is 0.0733 m3/second, Qr 5 years is 0.1075 m3/second, Qr 10 years is 0.3280 m3/second, Qr 15 years is 0.3599 m3 /second, Qr 20 Years of 0.3827 m3/second. The cross-sectional size of the box culvert used was 50 x 40 x 100 x 15 cm with a discharge capacity of 0.4148 m3/second, while the size of the masonry used was 30 x 40 x 40 with a discharge capacity of 0.4367 m3/second. Keywords: discharge plan, highway drainage, discharge capacity, runoff, channels
EVALUATION OF CONCRETE CONSTRUCTION COLLAPSE ON THE MARTAPURA RIVERBANK AND SAFE DESIGN Rindhani, Nadia Afiqah; Rusdiansyah, Rusdiansyah
CERUCUK Vol 9, No 4 (2025): CERUCUK VOL. 9 NO. 4 APRIL 2025
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v9i4.15018

Abstract

The footbridge in Gang Gusti Galuh is a construction built for the needs of local pedestrian traffic, over time the footbridge collapsed. The collapse of the Concrete Footbridge Construction in Gang Gusti Galuh in early 2024 between January-February has added to the series of concrete construction failures in Indonesia, especially in South Kalimantan.The collapse of this bridge was due to inadequate foundation support and the influence of inhomogeneous soil. The purpose of this design is to determine the cause of the collapse and analyze what forces occur in the construction and its new design that is safe to use. The results of this evaluation indicate that the existing condition of the bridge with a wooden foundation is not safe to use and will be replaced with a new foundation using concrete piles to be more adequate and safe to use. Keywords: Construction, Footbridge, Redesign
RISK ANALYSIS ON THE CONSTRUCTION PROJECT OF THE SOUTH KALIMANTAN REGIONAL PEOPLE'S REPRESENTATIVE COUNCIL (DPRD) BUILDING Ramadaayanti, Herni; Yuliana, Candra
CERUCUK Vol 9, No 3 (2025): CERUCUK VOL. 9 NO. 3 MARCH 2025
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v9i3.15009

Abstract

In its implementation, construction projects are often faced with various risks that can hinder the achievement of goals. Likewise, the construction project of the South Kalimantan House of Representatives (DPRD) Building which is planned to consist of three main floors and a basement will certainly face its own challenges in the project, such as extreme weather, or even delays in material delivery, can be the main cause of risks or obstacles in the project.In this project, data was obtained from questionnaires and interviews with the project party and competent parties outside the project. The risk analysis in this project uses the Severity Index method and the Probability and Impact Matrix method. Furthermore, the dominant risk mitigation is by conducting interviews with competent project parties.The results of the research from the risk analysis in this project obtained 26 risk variables consisting of the Undesirable and Unacceptable categories, risk responses were obtained by means of Risk Reduction for 22 risk variables, Risk Avoidance for 3 risk variables, Risk retention for 1 risk variable Keywords: Analisis risiko, Severity Indeks, Probability and Impact Matrix
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 4 (2025): CERUCUK VOL. 9 NO. 4 APRIL 2025
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v9i4.15014

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
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

Page 7 of 9 | Total Record : 81

 5   6   7   8   9 

Filter by Year

2017 2025


Reset
Filter By Issues
All Issue Vol 9, No 4 (2025): CERUCUK VOL. 9 NO. 4 APRIL 2025 Vol 9, No 3 (2025): CERUCUK VOL. 9 NO. 3 MARCH 2025 Vol 9, No 2 (2025): CERUCUK VOL. 9 NO. 2 FEBRUARY 2025 Vol 9, No 1 (2025): CERUCUK VOL. 9 NO. 1 JANUARY 2025 Vol 8, No 6 (2024): CERUCUK VOL 8 NO. 6 JUNE 2024 Vol 7, No 6 (2023): CERUCUK, VOL. 7 NO. 6 JUNE 2023 Vol 7, No 1 (2023): CERUCUK VOL. 7 NO. 1 JANUARY 2023 Vol 6, No 2 (2022): CERUCUK VOL. 6 NO. 2 FEBRUARY 2022 Vol 6, No 1 (2022): CERUCUK VOL. 6 NO. 1 JANUARY 2022 Vol 5, No 2 (2021): CERUCUK VOL. 5 NO. 2 FEBRUARY 2021 Vol 5, No 1 (2021): CERUCUK VOL. 5 NO. 1 JANUARY 2021 Vol 4, No 1 (2020): CERUCUK VOL. 4 NO. 1 JAN 2020 Vol 3, No 2 (2019): CERUCUK VOL. 3 NO. 2 FEBRUARY 2019 Vol 3, No 1 (2019): CERUCUK VOL. 3 NO. 1 JANUARY 2019 Vol 2, No 1 (2018): CERUCUK VOL. 2 NO. 1 JANUARy 2018 Vol 1, No 4 (2017): CERUCUK VOL. 1 NO. 4 APRIL 2017 Vol 1, No 3 (2017): CERUCUK VOL. 1 NO. 3 MARCH 2017 Vol 1, No 2 (2017): CERUCUK VOL. 1 NO. 2 FEBRUARI 2017 Vol 1, No 1 (2017): CERUCUK VOL. 1 NO. 1 JANUARI 2017 More Issue