Open AccessRoad Improvement Overlay Pavement Flexible at Cibomo – Terumbu Road Serang City
Author(s) -
Telly Rosdiyani,
Nila Prasetyo Artiwi,
Ogi Suratman
Publication year - 2020
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/807/1/012042
Subject(s) - drainage , channel (broadcasting) , overlay , road surface , asphalt , environmental science , plan (archaeology) , civil engineering , transport engineering , engineering , geology , computer science , geography , cartography , telecommunications , ecology , paleontology , biology , programming language
Cibomo - Terumbu road to makes an alternative as connecting road (Axis) residential area in Kasemen District, Serang City. There are some damage conditions on the road structure and there is absence of adequate drainage channel with heavy traffic through the road, which lead congestion and inconvenience in driving. It is necessary to solve these problems. This research was conducted to determine the thickness of the pavement layer, and to design the dimensions of the drainage channel. The method used in this planning was the calculation of Bina Marga 1987. Geometric control of the road based on the Road Geometric Planning Basics 1999, while drainage planning was used in the Procedure for Road Surface Drainage Planning (SNI-03-34241994). Planning period for 15 (fifteen) years. The final results of the plan require an additional layer of 6 (six) cm Laston (Concrete Asphalt Surface Coating) MS 590. The size of the drainage channel in accordance with the calculation, channel height (h) is 0.40 m, the channel width (b) is 0.30, and the watch height (w) is 0.45.