Daftar Isi: PERENCANAAN GEOMETRIK DAN TEBAL PEKERASAN JALAN TRANS BATUMARTA STA 06 + 000

Main Authors:	Selvo, Eef Rahmad , Supriyadi, -
Format:	Thesis NonPeerReviewed Book
Bahasa:	eng
Terbitan:	, 2015
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://eprints.polsri.ac.id/1549/1/COVER%20-%20DAFTAR%20ISI.pdf http://eprints.polsri.ac.id/1549/2/Bab%201.pdf http://eprints.polsri.ac.id/1549/3/Bab%202.pdf http://eprints.polsri.ac.id/1549/4/Bab%203.pdf http://eprints.polsri.ac.id/1549/5/Bab%204.pdf http://eprints.polsri.ac.id/1549/6/BAB%205.pdf http://eprints.polsri.ac.id/1549/7/Daftar%20Pustaka.pdf http://eprints.polsri.ac.id/1549/

Daftar Isi:

This Final Report is the geometric design and construction of the Trans Batumarta pekerasan crossroads II units - units XVI STA 06 + 000 - STA 11 + 500 South Sumatra Province. This road has an important role in promoting economic growth either. In writing this final report, the authors wanted to know how the methods of planning and bold geometric pavement both on the Trans Batumarta, so as to give a sense of security, convenient, and economical for road users. In planning this road planning design writer based class of existing roads, the classification level of local roads, traffic loads, soil data as a supporter, and a contour map data area. From the results of calculations, then the Trans Batumarta a second class road with a design speed of 80 km / h, and using 6 pieces bend consists of corner 1 Full Circle, Spiral Circle Spiral 1, and 5 Spiral Spiral. With thick surface layer AC-WC with 7 cm thick, AC-BC with 9 cm thick, AC-Base with 9 cm thick, to base course on using class A broken stone with 15 cm thick, and subbase using the class B sirtu 38 cm thick. Based on calculations obtained budget plan Rp 69.689.214.000,00 (Sixty Nine Billion Six Hundred Eighty Nine Million Two Hundred Fourteen Thousand Rupiah) and time of execution of 114 working days. Keywords: horizontal alignment, vertical alignment, Pavement Thickness, Budget Plan.