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Yusra Aulia Sari
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Journal of Civil Engineering and Planning (JCEP)
Published by Universitas Internasional Batam
ISSN : -     EISSN : 27466299     DOI : http://dx.doi.org/10.37253/jcep.v1i2.725
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Engineering Transportation
JCEP is an article about research activities with the theme of study of Civil Engineering. Published articles are findings or reflections from research activities that are disseminated for practice by relevant stakeholders. Dissemination in articles published by JCEP is not limited to ideas, methods and material objects, but also includes elements of capacity building for stakeholders in identifying and solving various problems to develop Civil Engineering. JCEP covers topics related to science, analysis, development, intervention, modeling and design of communities, cities and regions including: 1. Structure 2. Geotechnical 3. Transportation 4. Water Resources 5. Construction Management. 6. Environmental 7. Urban Planning 8. Material
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 15 Documents
 1   2 
Search results for , issue "Vol. 4 No. 1 (2023)" : 15 Documents clear
Analysis of Traffic Flow at Unsignalized Intersections (Mandala intersection Street to Raya Tlanakan Street, Pamekasan Regency) Fairus Zabadi
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7774

Abstract

Traffic problems are often found in big cities or small towns, one of which is Pamekasan Regency. Traffic jams often occur at the intersection with no signal, the intersection of Jl. Mandala – Jl. Raya Tlanakan Pamekasan City. Intersections are an integral part of all road systems. The performance of the intersection often decreases which has an impact on road users due to vehicle queues, decreased speed, decreased environmental quality and increased delays. The benchmarks for evaluating the performance of intersections are capacity, queuing opportunities, intersection delays and degrees of saturation. The results of the analysis of the performance of the intersection obtained a maximum capacity value (C) of 2257.83 pcu/hour not more than the basic capacity (Co = 2700 pcu/hour). This shows that the lowest capacity classification occurs on Thursday, December 8, 2022 at 18.00 – 21.00 WIB, while the highest DS (Degree of Saturation) value is 0.63 and the largest intersection delay (D) is 19.17 sec/ SMP occurs on Thursday, December 8, 2022 at 06.00 – 10.00 WIB. Based on these results it can be seen that the capacity at the intersection of Jl. Mandala – Jl. Raya Tlanakan Pamekasan City is still feasible to accommodate the traffic volume, because it is smaller than the basic capacity of the intersection. To overcome the problem of congestion at intersections, generally during working hours or during peak hours, security and supervision from related parties are needed
Productivity Analysis of Construction Workers During The Tobacco Growing Season in Sampang Regency Dedy Asmaroni; Fairuz Zabadi
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7776

Abstract

Labor productivity is one of the main elements in determining the successful implementation of a construction project, one of the jobs that require a productive workforce is Fc' 25 Mpa Wiremesh Cement Concrete Pavement (M8). This research was conducted with the aim of knowing the level of productivity in Cement Concrete Pavement Fc' 25 Mpa Wiremesh and then compared with AHSP Bina Marga 2022 or Permen PUPR RI No. 1 of 2022 and mentions the solutions provided to the obstacles in the field during the implementation of the Fc' 25 Mpa Wiremesh Cement Concrete Pavement project in the field. The results obtained from the average calculation of the analysis of the work productivity of Cement Concrete Pavement Fc' 25 Mpa Wiremesh on the Karang Dalem – Patarongan Road Improvement project in Sampang District obtained the calculation results of 30.77 m3/OH for the foreman and 30.81 m3/ OH for workers, while the calculation of AHSP Bina Marga 2022 yields 20.75 m3/OH for foremen and 33.43 m3/OH for workers. In the Torjun – Pangarengan Road Improvement project in Torjun District, the calculations obtained results of 31.94 m3/OH for the foreman and 32.10 m3/OH for the workers, while the 2022 AHSP Bina Marga calculation obtained results of 20.75 m3/OH for the foreman and 37, 05 m3/OH for workers. Furthermore, in the East Tobai – Poreh Road Improvement project in Sokobanah District, the calculation results obtained were 20.32 m3/OH for foremen and 20.30 m3/OH for workers, while the 2022 AHSP Bina Marga calculations obtained results of 20.75 m3/OH for foremen and 32.27 m3/OH for workers. In general, the obstacles encountered in the implementation of the concrete road project in Sampang district during the tobacco growing season were the hot weather, labor motivation, and the distance of the cast supplier from the project work location.
Analysis of Land Subsidence (Case Study: Kenagarian Bancah Batu Balang Kabupaten Lima Puluh Kota Road) Elvi Syamsuir; Fatma Ira Wahyuni; Dio Dio; Ramacos Fardela
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7810

Abstract

The term land subsidence denotes the collapse of a building due to compression and deformation of the soil layer beneath the building. Settlement will occur if a layer of soil is loaded, settlement is also influenced by the distribution of soft soil or clay found below the surface on alluvial plains. In this case, the West Sumatra-Riau Jorong Bancah Kenagarian Batu Balang road, Kabupaten Lima Puluh Kota, is one of the areas traversed for the construction of the West Sumatra-Riau cross road. This road is included in the category of primary local roads with a road width of 6 m. Currently, the physical condition of the West Sumatra-Riau Jorong Bancah Kenagarian Batu Balang road, Kabupaten Lima Puluh Kota, has been repaired and some has not been repaired. The road in Bancah includes the Payakumbuh – Tanjung Pati ring road, which is used by the local community and trucks to speed up the road. Based on this, a study was carried out to determine the condition of the soil on the road. This research was conducted by taking samples at the research location and then determining the water content, specific gravity, density and finally the California Bearing Ratio (CBR). The average water content for undisturbed samples was found to be 30.98%. Based on the test results, it was found that the average soil density was 1.10 gr/cm³, so it can be concluded that the soil tested was a type of clay. Furthermore, the results of testing the soil density obtained dry specific gravity, the maximum ɤd is 2.83 t/m and the optimum moisture content is 16%. The density obtained from the results of testing in the Civil Engineering Laboratory of STT Payakumbuh is the average soil density: 2.59 gr/cm³ which is categorized as soft soil. The results of laboratory CBR testing found that the average CBR of soil was 5.27%. This shows that the land is not suitable for use for construction if the minimum standard is 6%.
Assessment of the Multipurpose Building of Sekolah Tinggi Teknologi Payakumbuh Astuti Masdar; Zuly Nelriska Wati; Umar Khatab; Anita Dewi Masdar; Noviarti Noviarti
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7825

Abstract

Sekolah Tinggi Teknologi Payakumbuh multi-purpose building is planned to have 3 floors with different functions on each floor. In the existing conditions this building still consists of 2 floors with the function of the 1st floor as a Civil Engineering Laboratory and the 2nd floor as a hall. The construction is carried out in stages and there are changes to the function of the building so that before continuing construction it is necessary to carry out an assessment to determine the impact of the conversion of the building on the feasibility of the multi-purpose building structure. The method used in this research is a quantitative method through visual assessment and technical assessment using testing equipment. Based on the results of the visual assessment, it was known that the categories of damage that occurred were structural and non-structural damage. Structural category II (minor) damage that occurs, namely fine cracks in several parts of the beam and stains on several beams, then non-structural Sek category I (minor) damage that occurs, namely fine cracks in several parts of the wall and stains in several parts of the wall . From the results of the technical assessment, namely the sondir results obtained the depth of hard soil is at a depth of 7 meters, while from the results of the Hammer Test obtained the average compressive strength for the structural components of the columns, beams and plates are fc' = 20.3 MPa, fc' = 20.7 MPa and fc' = 23.2 MPa respectively. The results of the building capacity analysis show that the construction cannot be continued to 3 floors considering that the building load for the 3-story condition exceeds the ability of the building capacity in the existing condition.
Feasibility Study of Housing Project Investment in Batam Center Sheera Shaviera; Mulia Pamadi; Amanatullah Savitri
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7844

Abstract

With population growth, the need for housing as a living space continues to grow in both urban and rural areas. An individual's housing needs vary according to personal and financial circumstances. Before starting construction, a feasibility study should be conducted. The purpose of the analysis is to positively and negatively assess the feasibility of the project in all aspects such as customer satisfaction, expectations and requirement assessment. The analysis is carried out after collecting data, such as plan drawings, budget, and cash flow plans. The feasibility analysis in this report is seen from the technical and financial aspects. In the aspect of technical feasibility seen from the value of KDB and KLB. In terms of financial feasibility seen from the NPV, IRR, PI, and PP value. The KDB value is 42.43% < 60% and the KLB value is 60% £ 60%, with a positive NPV of IDR 31,221,998,389.25, an IRR of 22.41% where the NPV value is zero, PP 2 years < 5 years investment period, and PI 1.22 > 1, it can be said that this project is feasible in technical and financial aspects.

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