STUDI TEBAL PERKERASAN JALAN MENGGUNAKAN METODE BINA MARGA 2013 DAN DRAINASE JALAN

Fanditya Dwi Purangga, Rofi Budi Hamduwibawa, Taufan Abadi

Abstract


Flexible pavement is one of the pavements that generally uses a mixture of materials originating as a surface layer and a grained material as the layer underneath. So that the pavement layer has flexibility / flexibility that can create vehicle comfort when passing on it. It is necessary to conduct a more intensive study in its application and also take into account economically, according to
local conditions, level of need, implementation capacity and other technical requirements, so that the planned road construction is optimal. Drainage which comes from English (drainage) means to drain, drain, remove, or divert water. In the field of civil engineering, in general, drainage can be defined as an action to reduce excess water, which comes from rain, seepage, or excess irrigation
water from an area / land, so that the function of the area / land is not disturbed. Drainage is also defined as an effort to control groundwater quality in terms of sanitation. So, it concerns not only surface water but also groundwater. Based on the data that has been processed using the Bina Marga method in 2013, it can be seen that there are several things that experience significant
differences. It is known that ESA 20 years = 3,922,232 uses a pavement thickness of HRS WC 3 cm, HRS Base 3.5 cm, LPA class A 37.5 cm while for the duct dimensions the values of b are 0.6 m and h 0.6 m.


Keywords


Degree of Saturation / Capacity, Flexible Pavement, Bina Marga 2013 Method, Drainage

References


Alamsyah, Alik Ansyori, Ir, MT., Rekayasa Jalan Raya , Universitas Muhammadiyah Malang Press, Malang, 2001

Bina Marga 2013

MKJI, Jakarta, 1997 S.

Taufan Abadi, Route Surveying dan Masterplan, Unmuh Jember, 2016 Ilmu Ukur Tanah, Unmuh Jember, 2005

Direktorat Jenderal Bina Marga Dep. PU dan TL., Tata Cara Perencanaan Geometrik Jalan Antar Kota, Jalan No. 038/TBM/1997, Jakarta, 1997.

Saodang Hamirhan, 2005 “konstruksi jalan raya”,Penerbit : Nova Bandung.

Silvia Sukirman, 2010 Perencanaan Tebal Perkerasan Lentur, Penerbit : Nova Bandung

Noor Salim, Ir, M.Eng, DR, 2014, Jember Universitas Muhammadiyah Jember

Saiful Rizal, Nanang, ST, MT, Aplikasi Perencanaan Irigasi dan Bagunan Air, 2014, Jember : LPPM Universitas Muhammadiyah

Jember

Suripin 2004 Sistem Drainase Perkotaan yang Berkelanjutan. Andi Offset: Yogyakarta.




DOI: https://doi.org/10.32528/hgn.v5i2.3572

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