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Jurnal Pensil : Pendidikan Teknik Sipil

jpensil
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Published by Universitas Negeri Jakarta

ISSN : 23018437 EISSN : 26231085 DOI : https://doi.org/10.21009/PenSil

Core Subject : Education, Engineering,

Civil Engineering, Building, Construction & Architecture Education Other

In general, the Jurnal Pensil : Pendidikan Teknik Sipil accepts manuscripts with the themes: Education Strategy and Management, Industrial Relations, and Civil and Structural Engineering. Jurnal Pensil : Pendidikan Teknik Sipil is intended for all academics in Civil Engineering Vocational Education. The presence of the Jurnal Pensil : Pendidikan Teknik Sipil is expected to contribute to the scientific development of educational and vocational technology in civil engineering. The scope of the Jurnal Pensil : Pendidikan Teknik Sipil includes the results of quantitative, qualitative research, experiments, surveys, development, competence, construction management, and scientific studies in the form of literature studies that aim to improve quality and build innovation in technological and vocational education in the field of Civil Engineering. The focus in the Pencil Journal includes: Media and Civil Engineering Learning Materials Civil Engineering Curriculum and Learning Methods Civil Engineering Education and Training Management Civil Engineering Learning Strategies Civil Engineering Education Financing Competence and Work in the Civil Engineering Sector, and Development of Civil Engineering Education and Training

Arjuna Subject : Ilmu Sosial - Pendidikan

Articles 309 Documents

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ANALYSIS OF DAMAGE LEVEL AND COST ESTIMATION OF THE SAMUDRAJAYA 04 BEKASI STATE ELEMENTARY SCHOOL BUILDING Anisah Anisah; Lenggogeni Lenggogeni; Sri Langsih Agustina
Jurnal Pensil : Pendidikan Teknik Sipil Vol 11 No 1 (2022): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

This study aims to determine the level of damage to the school building using a benchmark assessment of the level of damage by DG Pauddikdasmen Kemendikbud in 2021 and investigate the building component repair-cost estimates using Works Unit Price Analysis (AHSP). The research population is a public elementary school in Samudrajaya Village with a sample building SDN Samudrajaya 04 Bekasi as the object of research. The method used in this research is a descriptive research method with a quantitative approach. The data collection technique was carried out through observation, documentation, and unstructured interviews. The results showed that the level of damage to the SDN Samudrajaya 04 Bekasi building in building one was slightly damaged, with the highest component of damage found in the wall component with brick wall sub-components or partition 8.2% glass, doors, and frames were not damaged. While the level of damage to building two was heavily damaged, with the highest component damage found in the wall components of the sub-components of brick or partition walls by 15%, glass 90.3%, doors 88.6%, and frames 96%. The results of the analysis of the estimated repair costs on the components that experienced the most serious damage based on the volume of damage were in building one of Rp. 30,522,168,48 and in building 2 Rp. 204,070,178.35, the total repair cost is Rp. 234,592,346.83 or can be rounded up to Rp. 234,593,000.

COMPARATIVE STUDY OF RIGID PAVEMENT PLANNING USING BINA MARGA 2017 AND AASHTO 1993 METHODS Egi Firgiansyah; Prihantono Prihantono; Daryati Daryati
Jurnal Pensil : Pendidikan Teknik Sipil Vol 11 No 1 (2022): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

This study was conducted to determine what factors influence the differences in the results of the Bina Marga 2017 method and the AASHTO 1993 method and determine which planning results are more efficient to be applied to Letjen S. Parman Street. The research method used is a comparative method, using the existing data and the latest data from surveys. As a result of analyzing a rigid road plan with a planned age of 40 years, the Bina Marga 2017 method obtained a concrete slab with a thickness of 305 mm, and the AASHTO 1993 method obtained a concrete slab with a thickness of 280 mm. Further differences in results can be seen in the level of traffic load during the service life, the diameter of the dowels, the spacing of the tie bars, and the minimum design height of the subgrade embankment. The differences in the results of these plans are caused by two main factors, namely the factor of using the cumulative traffic growth value (R) in the Bina Marga 2017 method and the direct use of the subgrade CBR value in the AASHTO 1993 method. Based on the data that has been obtained, it is concluded that the 1993 AASHTO method provides more efficient results to be applied with considerations in terms of smaller plate dimensions and fewer connections and reinforcement requirements. Which when calculating the work cost, the AASHTO 1993 methods results give a smaller number of work volumes, so it has the possibility to provide a more economical work cost than the Bina Marga 2017 methods results.

MOMENT-CURVATURE ANALYSIS OF GRADED CONCRETE BEAM WITH CONCRETE STRENGTH DISPARITY VARIATIONS M. Mirza Abdillah Pratama; Moch. Febrian Andi; Christian Hadhinata
Jurnal Pensil : Pendidikan Teknik Sipil Vol 11 No 1 (2022): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

The application of graded concrete on structural elements is predicted to increase the capacity of the structural performance, serviceability, and to reduce costs compared to conventional concrete structures. This study aims to analyze (1) the load-deflection relationship, (2) the moment-curvature, (3) the deflection ductility ratio, and (4) the crack pattern. This study used reinforced concrete (RC) beams specimens with the dimension of 13x19x150 cm which was categorized as reference specimens and graded concrete beams. For reference specimens, an RC beam possessing concrete strength of 30 MPa; 40 MPa; 50 MPa were prepared; For the graded concrete beams, two specimens made of 30-40 MPa; 30-50 MPa; 40-50 MPa were prepared. In terms of casting graded concrete beams, low-strength concrete is placed on the tensile fiber of the beam, while on the compressive fiber of the beam, high-strength concrete is placed. The specimens were tested using the four-point bending method. The results showed that the increase in the concrete strength in the compression fiber of the beam contributed to the increase in load capacity, stiffness, and serviceability in the post-crack phase. The increase of concrete strength in compression fibers by 20 MPa is considered effective and has a positive impact on the moment-curvature capacity and is considered efficient in construction costs. The deflection ductility of the beam is classified as partial ductile and is adequate for structural design in earthquake-prone areas. A flexural cracks pattern was found on each specimen.

TIME RISK ANALYSIS OF IMPLEMENTATION SELF-MANAGED COMMUNITY PROJECT IN BANGIL – KALIANYAR VILLAGE Luqman Cahyono; Mirna Apriani; Anggara Trisna Nugraha; Agung Prasetyo Utomo
Jurnal Pensil : Pendidikan Teknik Sipil Vol 11 No 2 (2022): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Self-managed project through of KOTAKU (Kota Tanpa Kumuh) program managed by Lembaga Keswadayaan Masyarakat Abdi Karya Amanah Kalianyar - Bangil Village received around 1 billion funds from Direktorat Jenderal Cipta Karya Kementrian Pekerjaan Umum Dan Perumahan Rakyat. The implementation of self-managed projects is carried out entirely by the community with less knowledge regarding building construction. The research objective is to identify and analyze time risks in implementing community self-managed projects. The data analysis method used is literature study, observation, average analysis, risk analysis and risk matrix preparation. The results of the analysis show that there are 20 risk variables with the highest ranking being low labor productivity where the measurement scale is likely to occur >60–80% and the risk impact on time is >7-30 days from the duration of the project, then the risk response decision "Avoidance" risk must be avoided.

EPANET MODEL CALIBRATION OF CLEAN WATER PIPELINES WITH MODIFIED C VALUE PIPE ROUGHNESS HAZEN-WILLIAMS METHOD Benson Limbong; Suripin Suripin; Sudarnoutaomo Sudarnoutaomo
Jurnal Pensil : Pendidikan Teknik Sipil Vol 11 No 2 (2022): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

The Epanet model in clean water pipelines is intended for time efficiency in calculating hydraulic behaviour. Calibration of the water pipe network is to compare the simulation results of the model to actual field observations and to see that the model that has been made is truly valid and reliable as a tool to determine the hydraulic behaviour of the network system when a change input into the system is given (e.g. the addition of pipelines and number of customer tapping debits). The pipe roughness coefficient (C) is a number that indicates the amount of energy loss due to friction between the flowing fluid and the pipe wall. The increasing age of the pipe will cause the pipe wall roughness to increase, and the energy loss will be even more significant. This research aims to calibrate the pipe network model by adjusting the C value of the actual pipe roughness coefficient according to the installed age. An initial simulation model was carried out by entering the standard pipe C value in the Hazen Williams energy loss equation in the Epanet link/pipe properties. Then a simulation is carried out by modifying the value of C according to the pipe's service life. For 600 mm steel pipe, change the C value from 150 to 87 (pipe age >30 years), HDPE 315 mm pipe changes in C value from 140 to 100 (pipe age >10 years) and 25-50 mm PVC pipe from 140 to 100 (pipe age >10 years). From the simulation results of the Epanet model-field observations, the average compressive height was obtained for five observation nodes.of 2 tails was performed paired sample test the pressure height value of the model-observation. Before modifying the value of C, the paired mean difference test results showed a significant difference between the simulation results of the model on field observations with a model significance value of 0.004, which means <0.005. There is a considerable difference between the simulations and observations, and the model is considered invalid. However, after modifying the value of C according to the actual age of the pipe, a paired sample test T average value of the compression model-observation was 0.098 > 0.005), which means that there is no significant difference between the simulation and observation. This means that the model made is quite valid. Product moment correlation between the model simulation height - field observations, the value of R = 0.967, the relationship is robust between the two results.

TIME DELAY ANALYSIS ON THE AYSHA CIBINONG ISLAMIC HOSPITAL PROJECT Muhammad Valerio Rejeki
Jurnal Pensil : Pendidikan Teknik Sipil Vol 11 No 2 (2022): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Currently, the progress of infrastructure in Indonesia is very rapid, in its implementation the project must be in accordance with the planned time. Therefore there must be project control in terms of performance in terms of the amount of work time. The purpose of this study is to find out how long the delay is on the project and how long the work is completed with the conditions that occur in the field. In the construction project of the Aysha Cibinong Islamic Hospital, West Java, there was a delay from the plan that was supposed to be completed in mid-2021, but must be completed by the end of 2021. This was due to the previous contractor having problems, therefore the implementation of this project was in Take Over which resulted in project completion delay. The method used is the concept of Earned Value Analysis (EVA) to find out how much time the project delay is estimated to be. The budget plan is Rp.9,400,000,000 (nine billion four hundred million rupiah), the planning time is 90 calendar days, while the estimated time for completion of the project or Time Estimate which is influenced by the implementation of project work on the 8th week evaluation is 90 calendar days.

ASSESSMENT OF E-PROCUREMENT SUBJECTS' MISSTEPS FOR CONSTRUCTION AND CONSULTANCY SERVICES THROUGHOUT THE SURABAYA CITY AREA AS AN EDUCATIONAL ADJUNCT FOR PROJECT TENDER COURSES Gde Agus Yudha Prawira Adistana; Mas Suryanto HS; Purwo Mahardi; Mochamad Firmansyah Sofianto
Jurnal Pensil : Pendidikan Teknik Sipil Vol 11 No 1 (2022): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

From the government's perspective, an electronic tender or e-tendering system in the procurement of goods and services in Indonesia is a platform to acknowledge good governance and public services since it enhances cost efficiency, effectiveness, shorter turnaround periods, delivers excellent public monitoring, fosters competitiveness, and increases government accountability. Nevertheless, numerous tenders have managed to fail during the implementation of e-tendering for construction works. The purpose of this study is to identify the factors that contribute to tender failures throughout the Surabaya City area. The factors that contributed to the tender's failure were identified from the results of the 220 construction tenders stated on the LPSE website. Descriptive statistical analysis was used to obtain factors that cause e-tender failures from the data obtained. Administrative, technical, price, and qualification criteria are the most dominant four failure criteria. The most apparent cause for auction failure is the provider's inability to attach references to previous projects.

PRODUCTIVITY ANALYSIS OF FLOOR HERONING WORKERS USING WORK SAMPLING METHOD Waldemar Waldemar; Nia Kartika; Siti Muawanah Robial
Jurnal Pensil : Pendidikan Teknik Sipil Vol 11 No 2 (2022): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Productivity is the ability to produce labor in completing the specified number of workers and determines the success of project implementation. Determination of minimum production through worker productivity analysis needs to be considered because it is correlated with the time of completion of work and affects the amount of project implementation costs required. The purpose of this study was to determine the productivity of iron workers in the construction project of the Aysha Islamic Hospital - Perum Accropolis Karadenan Cibinong Bogor. The method used for measuring productivity is work sampling with a productivity assessment approach of 12 (twelve) floor plate iron workers. The productivity value of iron workers varies every day, on the second day the lowest productivity is 28.85 Kg/Hour-Person and 33.55 Kg/Hour-Person on the thirteenth day being the highest productivity value. The average productivity obtained is 31.02 Kg/Hour-Person with a Labor Utilization Rate (LUR) of 74.27% over a span of 7 hours for 14 days.

NATIONAL ROAD PRESERVATION BASED ON IRMS METHOD (A CASE STUDY IN JAPURA – PEMATANG REBA IN RIAU PROVINCE) Benny Hamdi Rhoma Putra; Yosi Alwinda; M. Rilly Aka Yogie
Jurnal Pensil : Pendidikan Teknik Sipil Vol 11 No 2 (2022): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Japura Airport is one of the nodes of transportation that owned by Inderagiri Hulu (Inhu) Regency. The airport is located 14 km from the Pematang Reba. Pematang Reba is public administration office complex in Inhu Regency. This airport has flights within the province and even flights between provinces adjacent to Riau Province. The road that separates of these two cities is considered as the economic lifeblood of Inhu Regency to Riau Province. In addition, this road has fungtion not only to connect two important locations in Inhu Regency but also as only road access from Riau Province to Jambi Province. Because of the importance of this road, the condition of this road must be always maintained. Through this study, an analysis of the Remaining Structural Life (RSL) of the pavement was carried out to determine the most appropriate recommendations for road preservation work. The IRMS method is the method which used in calculating the remaining structural life (RSL) of the flexible pavement. The data requairement are deflection data from the Falling Weight Deflectometer (FWD), road geometric condition data and Average Daily Traffic (ADT). Through calculations, it was found that the apropriate flexible pavement preservation programs for Jalan Japura to Pematang Reba were divided into 3 types. Firstly, Overlays program are needed for STA 3+ 393 to STA 7+712, STA 8+509 to STA 15+70 and STA 16+510 to 16+819. Secondly, segment from STA 7+930 to STA 8+ 312 needs Reconstruction. Thirdly, STA 15+922 to STA 16+303 needs routine maintenance.

RAIN WATER HARVESTING AT THE PLANTATION Anas Arfandi; Akshari Tahir Lopa; Irma Aswani Ahmad
Jurnal Pensil : Pendidikan Teknik Sipil Vol 11 No 2 (2022): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

This study aims to analyze the rainwater harvesting system and calculate the volume of rainwater that can be accommodated for water needs at the plantation site. The research method used is the Rational method. The data used are rainfall data and catchment area which are then calculated using hydrological analysis and hydraulics analysis. The calculation of the average daily rainfall uses the Gumbel method, while the calculation of rainfall intensity uses the Vanbreen method with the Talbot formula, and to find the channel discharge using the Rational method. From the results of the calculations and analysis above, it can be concluded that 1) Rainwater harvesting can be used as an alternative for managing water resources on plantations. 2) The intensity of rainfall for the 5-year return period is 30,644 mm/hour. 3) the catchment area of the garden house 2 x 13.5 m2 can produce a rainwater discharge of = 0.0000828050 m3/second. 4) The volume of 2 sewer tanks can accommodate 1570 liters of water. 5) Farmers can take advantage of stored rainwater for up to 20 days.

Page 16 of 31 | Total Record : 309

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Contact Name M. Agphin Ramadhan

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Editorial Address LPPM UNJ, Gedung Ki Hajar Dewantara Lt.6-7, Jalan Rawamangun Muka, Jakarta Timur, Provinsi DKI Jakarta

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Abstract

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Contact Name
M. Agphin Ramadhan

Contact Email
agphin@unj.ac.id

Phone
+628978977969

Journal Mail Official
jurnalpensil@unj.ac.id

Editorial Address
LPPM UNJ, Gedung Ki Hajar Dewantara Lt.6-7, Jalan Rawamangun Muka, Jakarta Timur, Provinsi DKI Jakarta

Location
Kota adm. jakarta timur,

Dki jakarta

INDONESIA