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All Journal Jurnal Rekayasa Infrastruktur Hexagon
., Irawati .
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Civil Engineering, Building, Construction & Architecture

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PENGARUH JALAN KERETA API TERHADAP SIMPANG BERSINYA PATRANG JEMBER Qomar, Faruq Al; ., Irawati .; Hamduwibawa, Rofi
HEXAGON Vol 2, No 2 (2017)
Publisher : Universitas Muhammadiyah Jember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32528/hgn.v2i2.1429

Abstract

Simpang signaling Jl. Moch Seruji - Jl. DR. Soebandi and Jl. Slamet Riyadi is geometrically comprised of three arms (south, west and north), located in Jember Town, Patrang District. This intersection serves various types of highway transportation vehicles (light vehicles, heavy vehicles, motorized and non-motorized vehicles), as well as access to public transportation within the City to Arjasa terminal. In addition, approximately 20 meters west of the intersection there is a railway track connecting Jember and Banyuwangi districts. Thus the oprasional intersection signaled DR. Soebandi is quite a potential sabagai point of traffic problems and transportation system of the city.Operational analysis of the intersection is done by analyzing the performance of intersection which includes degree of saturation, delay time, and queue length. The method used is Manual Capacity of Indonesia Road Capacity (MKJI 1997).From the results of this study shows that the intersection of DR. Soebandi with the volume of vehicles this year is still effective in performance, as well as the singkron of the way head of the train in the west of the intersection is fairly still able to accommodate the vehicle that is accommodated when the train passes. Keywords : Oprasional optical performance analysis, (MKJI 1997)
PERENCANAAN GEOMETRIK DAN PERKERASAN LENTUR (Study Kasus: Jalur Jalan Lintas Selatan Sta.75+200 – Sta.83+510 Desa Mulyorejo Kecamatan Silo Kabupaten Jember) Maulana, Galih Alif; ., Irawati .; Hamduwibawa, Rofi Budi
HEXAGON Vol 2, No 1 (2017)
Publisher : Universitas Muhammadiyah Jember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32528/hgn.v2i1.1435

Abstract

The plan for the construction of the Jalan Lintas Selatan (JLS) of Jember is the access of the southern road of Jember along 83,510 kilometers. JLS crossed 7 districts, which were Kencong, Gumukmas, Puger, Wuluhan, Ambulu, Tempurejo and Silo. As for Silo through Mulyorejo along 17.910 kilometers. Field conditions in JLS Mulyorejo are Perhutani land and farm village. The purpose and objectives of the Final Project (4 research sites) are to plan geometric and pavement thickness at JLS in Mulyorejo village with potential area with coffee and banana plants. In addition, Mulyorejo Village has a productive coffee management factory (PTPN.XII). From the research results (Horizontal arch): LC1 = 124.026 m, LC2 = 132.506 m, LC3 = 153.960 and LC4 = 220.868 m. For Vertical curvature: EV1 = -1.496 m, EV2 = -1.687, EV3 = + 0.6591 m and EV4 = -0.634 m.As for super elevation planning is + and - 2% transverse slope. In the thickness of pavement using the method of Bina Marga 2013 with CBR 7.5% (PU Bina Marga, 2016) with the following results: 4.00 cm thick AC WC, 13.5 thick AC BC, 15.00 thick LPA class A and 15.00 cm thick LPA class B.Keywords:Planning, Geometric and Pavement Thickness 2013.
Co-Authors Hamduwibawa, Rofi Budi Maulana, Galih Alif Qomar, Faruq Al