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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 111 Documents
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ANALYSIS OF HEAVY EQUIPMENT PRODUCTIVITY IN THE BINDEREANG-SUNGAI IMPAT ROAD RECONSTRUCTION PROJECT Yuliana, Nor Nida; Khatimi, Husnul
CERUCUK Vol 10, No 3 (2026): CERUCUK VOL. 10 NO. 3 MARCH 2026
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v10i3.18917

Abstract

The reconstruction of Jalan Binderang-Sungai Impat is carried out to improve the of the road. The use of heavy equipment is very important to help the work and speed up the work process. The purpose of this study is to analyze the productivity of heavy equipment and the total time in the work of the aggregate foundation layer of class A, as well as to compare the productivity of heavy equipment calculated based on theory with field data and productivity based on field implementationIn the analysis, a heavy equipment calculation method based on the Minister of PUPR Regulation No. 08 of 2023 was used to calculate theoretical productivity. In addition, observations and direct interviews were carried out in the field to obtain data on equipment working hours, types of heavy equipment, and the capacity of the tools used to calculate field productivity. For general project data, tool specifications and work volumes are obtained from the contractor or consultant.Through the results of the analysis in this study, the theoretical productivity results of heavy equipment for wheel loaders 111.27 m3/hour, dump trucks 5,303 m3/hour, motor graders 132.69 m3/hour, vibratory rollers 78.54 m3/hour and water tank trucks 71.14 m3/hour were obtained. The total theoretical time for the work of the aggregate foundation layer of class A is 3 days, while based on the implementation in the field the time required is 10 days. Based on the theorectical analysis the number of dump truck 21units while in the field the number of dump truck used is 17 units. For onther types of heavy equipment, the fleet size is the same with 1 units both in the theoretical analysis amd in the field reality. Keywords: Heavy equipment, productivity, duration, number of equipment
ANALYSIS OF THE EFFECTIVENESS OF PEDESTRIAN CROSSING BRIDGE (JPO) FACILITIES IN BANJARBARU CITY Fadhilah, Erwin Rony; Widayanti, Nova
CERUCUK Vol 10, No 4 (2026): CERUCUK VOL. 10 NO. 4 APRIL 2026
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v10i4.18922

Abstract

People crossing bridges serve as a means to reduce conflicts between pedestrians and vehicles, which can interfere with the smooth flow of traffic, as well as improve safety and comfort when crossing. One of the roads in Banjarbaru that uses access to cross people, namely on Ahmad Yani KM 34 street, precisely adjacent to the Banjarbaru City BNI office. This pedestrian crossing bridge is newly built by the government, this is done based on consideration of the need for transportation crossing facilities/infrastructure in the city of Banjarbaru. This study was conducted to evaluate the performance of the use of pedestrian bridges in Banjarbaru City by considering the frequency of crossings (P), traffic intensity (V), and evaluations from participants. The level of effectiveness of the use of pedestrian bridges is classified as "highly effective." Based on the results of the analysis, the PV2 value  obtained exceeded 2x108. The number of crossers (P) is in the range of 50-100 people per hour, while the volume of vehicles (V) is in the range of >750 vehicles per hour. Referring to the standards of the Directorate General of Highways in 2023, the most suitable crossing facility for the location being studied is Pelican with waiting stalls and pelican only. Based on the assessment of pedestrians using the Likert scale, a total average score of 3.085 was obtained, which shows that its effectiveness is relatively low. Based on observations and measurements at the site, several parameters were found that did not meet the applicable guideline standards. For example, the height of the climb (0.1 m) is less than the stipulated (it should be a minimum of 0.15 m and a maximum of 0.18 m). In addition, the width of the step (0.25 m) is not in accordance with the Bina Marga regulations which require a minimum width of 0.3 m. And the ramp width does not meet. Keywords : Pedestrian, Effectiveness, Crossing Facilities
GEOMETRIC PLANNING AND THICK PAVEMENT ON ALTERNATIVE ROAD KM 171 TANAH BUMBU REGENCY Karimah, Mariatul; Prakoso, Puguh Budi
CERUCUK Vol 10, No 2 (2026): CERUCUK VOL. 10 NO. 2 FEBRUARY 2026
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v10i2.18913

Abstract

Road Geometric Planning is planning the overall road trase along with its alignment. AASHTO and Highways are the two geometric road planning standards to be used. Satui STA Ring Road 0+000-2+245 was chosen in this planning because it is a new alternative road from KM 171 Road which has been damaged due to mining activities. The speed of the road plan is 60 km / h with flat road terrain conditions. The purpose of this study is to assess whether the existing horizontal infrastructure plan meets the standards of Highways. This research will also provide alternative designs of horizontal and vertical alignments with the help of Autocad Civil 3D 2022 software and plan the design of thick pavements.For geometric planning the road uses AASHTO 2011 standards, but for the study criteria used is Highways 2021. Meanwhile, for thick pavement planning using MDP 2017 regulations. In this study, data collection was carried out in the form of Literature Studies, Primary Data and Secondary Data.Based on the results of the analysis, there were 12 bends in the horizontal alignment reviewed and 9 bends that did not meet the requirements for horizontal alignment planning. The alternative design provided produces a trase of 2+253 km with a horizontal alignment of 10 bends with Full Circle (FC) and Spiral-Circle-Spiral (S-C-S) bend types, as well as 44 vertical alignments consisting of 26 concave and 18 convex arches. Analysis of the results of the calculation of road pavement thickness with MDP 2017 guidelines, namely AC-WC = 40 mm, AC-BC = 60 mm, AC-Base = 160 mm, and LPA = 300 mm. Keywords: Road Geometrics, AutoCAD Civil 3D 2022, Build Marga, Road Violence
PERFORMANCE ANALYSIS OF SIMPANG EMPAT ROUNDABOUT IN BANJARBARU CITY Wulandari, Agustina; Widayanti, Nova
CERUCUK Vol 10, No 5 (2026): CERUCUK VOL. 10 NO. 5 MAY 2026
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v10i5.18927

Abstract

The design of roundabout intersections is one of the vital aspects in the development of road networks, especially in areas with high traffic density from various directions. One of the roundabouts located in Banjarbaru City serves to serve the flow of vehicles from four main directions, namely Banjarbaru, Martapura, Sungai Ulin, and Cempaka. Along with the growth in population and motorized vehicles, traffic problems in the form of conflicts between vehicles and congestion are becoming increasingly complex at this location. The analysis method used refers to the 2023 Indonesian Road Capacity Guidelines (PKJI 2023) and analysis using Excel software. The data analyzed include the geometric aspects of the roundabout, traffic volume for 24 hours, and population data for Banjarbaru City. The results of the study showed that the existing conditions resulted in a degree of saturation (Ds) of 0.861, a delay (T) of 13.690 seconds/pcu, and a queue opportunity (Pa) of 51%, which indicates that the performance of the roundabout has decreased. After conducting repair simulations, there are two alternative solutions proposed, namely changing the roundabout into an intersection with traffic lights (APILL) which is able to reduce Ds to 0.721 and delay (T) to 11.51 seconds/pcu, as well as the option of widening the road geometry which produces Ds of 0.675, delay of 10.117 seconds/pcu,  and the opportunity for queues to decrease to 26%. Keywords: roundabout, degree of saturation, delay, PKJI 2023, APILL intersection.
ANALYSIS OF THE APPLICATION OF TIME MANAGEMENT IN THE RECONSTRUCTION PROJECT OF JALAN BINDERANG – SUNGAI IMPAT Putri, Atika Alifia; Khatimi, Husnul
CERUCUK Vol 10, No 3 (2026): CERUCUK VOL. 10 NO. 3 MARCH 2026
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v10i3.18918

Abstract

Time management is an important factor in ensuring the completion of a project. One of the important aspects of time management is scheduling. In this project, scheduling is based on barchart data, which is then further developed through this research using the PDM method. The data presented in the bar chart only includes the duration and sequence, therefore, a dependency analysis is required to determine the relationships between each work item according to PDM method. The duration analysisis conducted based on other data as listed in the project time schedule. Through the result of analysis, scheduling with the pdm method at Binderang – Sungai Impat Road Reconstruction project resulted a critical path consisting of the following activites, Roadbed Preparation, Ordinary Excavation, Selected Piles from Excavation Sources, Class A Aggregate Foundation Layer, Class B Aggregate Foundation Layer, Fc'15 Mpa Concrete, Prime Coat – Liquid Asphalt/Work Emulsion, and Mobilization 2,  and get a total duration of 98 working days, which is 22 days faster than the previous project plan duration of 120 calendar days. Keywords: Time Management, Scheduling, PDM, Project 2019
PERFORMANCE ANALYSIS OF THE INTERSECTION OF FOUR VETERAN ROADS, MARABAHAN DISTRICT, BARITO KUALA REGENCY Fitriani, Anita; Widayanti, Nova
CERUCUK Vol 10, No 4 (2026): CERUCUK VOL. 10 NO. 4 APRIL 2026
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v10i4.18923

Abstract

The population and motor vehicle growth in Marabahan City, South Kalimantan, as a result of the designation of East Kalimantan as the new capital of Indonesia, has led to a significant increase in traffic volume, particularly at the Marabahan four-leg intersection—a non-signalized intersection that serves as a key route for community activities during peak hours. This study aims to evaluate the current performance of the intersection, determine when its performance begins to decline, and propose appropriate mitigation measures, using methods based on the 2023 Indonesian Highway Capacity Guidelines (PKJI 2023) and analysis conducted with Excel. Traffic volume data collected over 12 hours on November 24 and 25, 2024, along with population data from Barito Kuala Regency, were analyzed, revealing peak hours on Sunday at 17:00–18:00 and Monday at 07:15–08:15, with an existing performance showing a level of service C. Forecasting indicates a decline in performance to the level of service D by the 14th year,  necessitating intervention. Two alternative solutions are proposed: converting the intersection into a signalized (APILL) intersection with an average delay of 25 seconds/pcu (LOS B) and widening the geometric layout, resulting in a degree of saturation (DS) of 0.873, delay of 16.674 seconds/pcu, queue probability of 45.506%, and maintaining a level of service C.Keywords: Intersection Performance, Indonesian Highway Capacity Guidelines 2023 (PKJI 2023), Signalized Intersection (APILL), Level of Service Index, Capacity, Degree of Saturation.
SCHEDULING STUDY USING THE PDM METHOD IN THE CONSTRUCTION PROJECT OF JALAN SIMPANG 4 ISLAMIC CENTER – TANJUNG SELATAN WITH THE HELP OF PROJECT 2019 Sari, Mutiara; Khatimi, Husnul
CERUCUK Vol 10, No 2 (2026): CERUCUK VOL. 10 NO. 2 FEBRUARY 2026
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v10i2.18914

Abstract

Project scheduling is a method to measure the duration required by an activity to be completed, scheduling in construction projects is also used to determine the start and finish times of each activity in the project. The Precedence Diagram Method (PDM) is a network with the Activity on Node (AON) model, usually depicted as of a square with arrows that connect between activities that are the link between project activities. Through the results of the analysis in this study, it was found that the duration of the Simpang Islamic Center – Tanjung Selatan Road Construction project, Tabalong Regency, was 214 working days or 259 calendar days and the total normal duration reached 300 calendar days, starting on January 6, 2022 and ending on September 22, 2022. Keywords: Scheduling, Precedence Diagram Method, Project 2019
ANALYSIS OF THE EFFECT OF SIDE OBSTACLES ON STALL DEA 2 ON THE PERFORMANCE OF JALAN AHMAD YANI, BARABAI CITY Irshandy, Daffa Febri; Arsyad, Muhammad
CERUCUK Vol 10, No 5 (2026): CERUCUK VOL. 10 NO. 5 MAY 2026
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v10i5.18928

Abstract

Traffic flow density is very frequent on Jalan A. Yani, precisely during breakfast hours. The activity of several restaurants and the large number of buyers caused the parking load to be fully provided even to the point of using the shoulder of the road. So that this activity can affect the performance of the Jalan A Yani section in front of the Dea 2 stall and after the Dea 2 stall. This study aims to analyze traffic volume, speed, and density, as well as evaluate traffic performance on Jalan A Yani in front of Warung Dea 2 and after Warung Dea 2 and obtain the value of the service level index (ITP) and the influence of Warung Dea 2 on traffic performance on Jalan A Yani. The Greenshield model is one of the traffic flow characteristic relationship models where the linear relationship of speed and density is the relationship that is reviewed in the movement of traffic flow, considering the simplest function of the relationship so that it is easy to apply. Based on the results of the greenshield model research, it was found that the performance of the Jalan Ahmad Yani section of Barabai City in the area in front of Warung Dea 2 (there are side obstacles) has a maximum volume or capacity of 780,093 smp/h, a maximum speed of 38,416 km/h, and a maximum density of 30,962 smp/km and the performance of the Jalan Ahmad Yani section of Barabai City in the area in front of Warung Dea 2 in an area of 200 meters after Warung Dea 2 (no side obstacles) has a volume The maximum or capacity is 752,034 smp/h, the maximum speed is 47,007 km/h, and the maximum density is 18,469 smp/km. Side obstacles on the road body in the Warung Dea 2 area have an effect on increasing road capacity by 3.597%. However, the maximum speed decreased by 22.366% and the maximum density increased by 12.493% due to several side obstacle factors such as the density of pedestrian entry and exit activities, and the shoulder of the road being used as a parking lot in the Warung Dea 2 area which covered part of the lane on the road. Keywords:Density, Obstacles, Road Performance, Speed, and Traffic Peformance
COMPARISON OF SCHEDULING USING CPM AND PDM METHODS IN THE RECONSTRUCTION PROJECT OF JALAN BUMI MAKMUR – PULAU SARI, BUMI MAKMUR DISTRICT, TANAH LAUT REGENCY, SOUTH KALIMANTAN Ramda, Rihadatul Isi; Yuliana, Candra
CERUCUK Vol 10, No 3 (2026): CERUCUK VOL. 10 NO. 3 MARCH 2026
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v10i3.18919

Abstract

Construction projects in their implementation require the success of management because they are very important for the project. For a smooth work process, effective management is needed to manage project scheduling from start to finish. Therefore, in the Bumi Makmur – Pulau Sari Road Reconstruction project, scheduling will be made using diagrams with PDM, CPM, and modified CPM.The Precedence Diagram Method (PDM) scheduling method in the construction industry is scheduling that can be done with several dependencies where there is  an overlapping relationship. While the Crictical Path Method (CPM) method, which is the dependence of finish to start work, then in this study will be modified, namely a work item is divided into several segments of work activities.The results obtained from the research conducted on the scheduling of this project for the PDM method of the project can be carried out in 136 days. Meanwhile, the CPM method of the project can be done in 225 days and for the CPM method of project modification it can be done in 145 days. The three methods have critical paths, in PDM all activities have a critical path and only have 1 critical path, while in the CPM method without modification there is 1 critical path, and in modified CPM there are 2 critical paths. Kata kunci: Crictical Path Method (CPM), Precedence Diagram Method (PDM)
ANALYSIS OF THE APPLICATION OF THE CONSTRUCTION SAFETY MANAGEMENT SYSTEM (CSMS) TO THE COST BUDGET PLAN (CBP) IN THE SYAMSUDIN NOOR INTERNATIONAL AIRPORT ACCESS ROAD CONSTRUCTION PROJECT Aulia, Zahra; Kartadipura, Retna Hapsari
CERUCUK Vol 10, No 2 (2026): CERUCUK VOL. 10 NO. 2 FEBRUARY 2026
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/crc.v10i2.18910

Abstract

Syamsudin Noor International Airport Access Road Construction Project is a road infrastructure development with a 2.78 Km long work route that has the possibility of work accidents. This is due to the relatively long work location and direct contact with the community. Therefore, to reduce the number of work accidents, it is necessary to pay special attention to the field of Construction Safety Management System (CSMS) in the work environment. Data were collected through observation and distribution of questionnaires to ten respondents, then the data were processed using the SPSS 26 program. The results of the analysis of the implementation of the construction safety management system in the Syamsudin Noor International Airport Access Road Construction Project have been running well. However, in its application there are still obstacles caused by the factor of lack of safety awareness, the factor of the absence of strict sanctions for violators of Occupational Health and Safety (OHS), and the factor of workers feeling uncomfortable when using personal protective equipment. Also, it is known that the influence of variable X (CSMS) and variable Y (CBP) is 89.5% based on the coefficient of determination (Adjusted R Square).Keywords: Construction Safety Management System, Cost Budget Plan.

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