Moga Narayudha
Jurusan Teknik Sipil FT. UNDIP Jl. Prof. Soedarto SH. Tembalang, Semarang 50275

Published : 3 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 3 Documents
Search

PERENCANAAN JALUR GANDA KERETA API KORIDOR SEMARANG BOJONEGORO RUAS SEMARANG TAWANG – NGROMBO Dian Rachmasari; Srie Heruyani Stevia Lukmanasari; Bambang Pudjianto; Moga Narayudha
Jurnal Karya Teknik Sipil Volume 2, Nomor 2, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Along with the increasing demand and growth of population, the more necessary a good transportation to smooth traffic flow. Especially KA demands will increase service capacity, speed, and safety and comfort, it is necessary to thinking or planning that address these issues, including the improvement of facilities and infrastructure such as the construction of double track Railway network. In this case only a segment of Semarang Tawang Railway track-Ngrombo are supposed to represent the path Bojonegoro Semarang. Stages of the methodology used in the planning stage consists of the problem formulation, literature review, data collection, data analysis, planning, RAB and the final stage. The change capacity plans that will be served by this pathway, leading to the condition of the existing track alignment and structure must be adapted to the requirements for Class I. path Based on the soil conditions on the project which is unstable and track existing conditions that are often submerged rob the new double track line is designed with a higher elevation than the existing track conditions. From the analysis it can be seen that almost all double track line has a condition that is much different from the existing track in terms of structural, alignment and land protection. Calculation results obtained from this project spent Rp 457.000.000.000,00 to build the new track.
PERENCANAAN PENGGANTIAN JEMBATAN TINJOMOYO KOTA SEMARANG Indra Hadi Mulyaning Wahyu; Kurmein Al Musadad; Moga Narayudha; Rudi Yuniarto Adi
Jurnal Karya Teknik Sipil Volume 2, Nomor 2, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (396.602 KB)

Abstract

The purpose of planning the replacement of  the bridge is the first Tinjomoyo to the facilitate public access Tinjomoyo an increasingly crowded, and then to replace the steel bridge that was damaged because there is no control of the government for the cost of care is expensive and prone to corrosions and there fore the government has an alternative to replace the bridge permanently by using concrete bridge or concrete because of soil condition in the area tinjomoyo including hard ground and there fore the selection of the palm of shallow foundation and wells as a load – bearing, but it is not concrete in terms of treatment need special care such as steel concrete bridge corrosions. Event not experience in bridge construction is needed time of 32 weeks.
PERENCANAAN PENGGANTIAN JEMBATAN TINJOMOYO KOTA SEMARANG Rani Wijayanti; Wisnu Dwi Sampurno; Moga Narayudha; Indrastono Dwi Atmanto
Jurnal Karya Teknik Sipil Volume 2, Nomor 2, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (404.711 KB)

Abstract

Along with growth of density of traffic getting through joint streets of Ngadirojo Biting so government of Province Central Java of has a plan to  innovate Bridge of Mider III . This Matter because of the Bridge have passed plan and also Wonogiri is area which is expanding and the position of strategic that is connecting Sub-Province of Wonogiri Central Java with Sub-Province of Ponorogo Java East. Replacment of Mider III Bridge to be build  this is prestressed-concrete Bridge with length 50 meters. This bridge consist of two unfolding limited by one pillar and two abutment. The width of bridge is  9,7  m that  consists of 2 traffic lanes, 3,5 m width of each lane and there are pavement 1  m width in the right and left side of the bridge. For upper structure, there are reinforced concrete for floor bridge, and the girders uses 10 prestreesed concrete type I height (H) 1600 mm. For under structure consists of reinforced concrete abutment with contrafort, and for pillar, it is made from reinforced concrete with rectangle shape 3 m x 3 m, and for foundations its used The Foundation using the  sinks foundation with diameter 3,5 m  for abutment and 5 m  for pillar , the depth of the  sinks  foundation for abutment is 5 m  and the depth of the  sinks  foundation for pillar  is 7 m. On the design of this bridge,Mider III is planned also connection way between bridge and ring road way which is called oprit are also designed. Each way has length 125 m and it is same on Wonogiri destination and Ponorogo  destination. This connection way uses flexible pavement with laston thick 100 mm, base course foundation with class A aggregate thick  200 mm, upper course foundation with sirtu class B thick  400 mm. Based on the bill of quantity the design of Tambakboyo bridge needs Rp 5.063.827.000,00 (Five Billion Sixty Three Million Eight Hundreds twenty seven Thousand rupiah ) and PPN 10 % Rp 506.382.700,00 (Five Hundreds Six Million Three Hundred eighty two Thousands Seven Hundred Rupiah). While this project can be finished on 34 weeks.