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All Journal Journal of Civil Engineering and Planning (JCEP)
Fairus Zabadi Fairus
Program Studi Teknik Sipil, Fakultas Teknik, Universitas Madura
Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Engineering Transportation

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Analysis of Pillar Foundations and Abutments in The Batu Rasang-Mambulu Village Bridge Project Tambelengan District Sampang Regency Fairus Zabadi Fairus
Journal of Civil Engineering and Planning (JCEP) Vol 3 No 2 (2022)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v3i2.7326

Abstract

Today, land transportation is growing and advancing rapidly. As a developing country, of course, Indonesia will always follow technological developments in the field of land transportation, for example implementing policies in improving land transportation facilities, as well as increasing new transportation. Given the importance of land transportation which plays a role in crossing routes from one village to another, a bridge was built. However, the construction of a bridge must be considered carefully, so that the bridge can provide benefits as expected, without compromising the safety element of road users and the bridge itself. This is because bridges play an important role in people's lives. The results of the research on the Batu Rasang-Mambulu village bridge project, Tambelengan District, Sampang Regency, from the analysis of the calculation of the pillar and abutment foundation calculations obtained a total Q > W/M of 1042.31 > 7.14. For the P value of the pile < P permission of 27.54 < 28.43, it was obtained from the sondir test results based on the characteristics of the soil in determining the bearing capacity of the soil.
Analysis of Pillar Foundations and Abutments in The Batu Rasang-Mambulu Village Bridge Project Tambelengan District Sampang Regency Fairus Zabadi Fairus
Journal of Civil Engineering and Planning (JCEP) Vol. 3 No. 2 (2022)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v3i2.7326

Abstract

Today, land transportation is growing and advancing rapidly. As a developing country, of course, Indonesia will always follow technological developments in the field of land transportation, for example implementing policies in improving land transportation facilities, as well as increasing new transportation. Given the importance of land transportation which plays a role in crossing routes from one village to another, a bridge was built. However, the construction of a bridge must be considered carefully, so that the bridge can provide benefits as expected, without compromising the safety element of road users and the bridge itself. This is because bridges play an important role in people's lives. The results of the research on the Batu Rasang-Mambulu village bridge project, Tambelengan District, Sampang Regency, from the analysis of the calculation of the pillar and abutment foundation calculations obtained a total Q > W/M of 1042.31 > 7.14. For the P value of the pile < P permission of 27.54 < 28.43, it was obtained from the sondir test results based on the characteristics of the soil in determining the bearing capacity of the soil.
Performance Analysis of Signalized Intersections on Jalan Trunojoyo - Jalan Teja Pamekasan Using The 2014 PKJI Method Fairus Zabadi Fairus; Wahyu Yuwana
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.8878

Abstract

Pamekasan is one of the districts currently developing on Madura Island. This is characterized by a strategic location and also being the center of the crowd. The aim of this research is to determine the performance of signalized intersections on Jalan Trunojoyo - Jalan Teja Pamekasan as well as alternatives for dealing with problems at these intersections using the PKJI 2014 method. This method is used to determine the performance of signalized intersections, namely capacity, queue length, delays and degree of saturation. From the results of the analysis and calculation of the capacity value on Jalan Trunojoyo it is 1789.18 cur/hour while on Jalan Teja it is 227.31 cur/hour, from the results of the analysis and calculation the value of the queue length on Jalan Trunojoyo is 4.9m while on Jalan Teja it is 3.4m. The results of the analysis and calculation of the delay value on Jalan Trunojoyo are 2.72 seconds/cur while on Jalan Teja it is 24.2 seconds/cur, from the results of the analysis and calculation of the value of the degree of saturation on Jalan Trunojoyo it is 0.36 while on Jalan Teja it is 0.36. The alternative is to change the two phases of the road from the south of Trunojoyo and from the west of Teja during peak hours so as to reduce congestion and delays that occur on the road.
Co-Authors Wahyu Yuwana