Daftar Isi: PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN KAKU DUSUN DUA MENANG - TALANG LUGUR

Main Authors:	TSABAT, ABDULLAH, MUHAMMAD, ROHIM
Format:	Thesis NonPeerReviewed Book
Bahasa:	eng
Terbitan:	, 2016
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://eprints.polsri.ac.id/3677/1/1.Cover%20tsabat%20rohim%20.pdf http://eprints.polsri.ac.id/3677/2/2.%20BAB%20I%20Tsabat%20rohim%20fix.pdf http://eprints.polsri.ac.id/3677/3/3.%20BAB%20II%20%20Tsabat%20rohim%20fix.pdf http://eprints.polsri.ac.id/3677/4/4.%20BAB%20III%20Tsabat%20rohim.pdf http://eprints.polsri.ac.id/3677/5/5.%20BAB%20IV%20Tsabat%20rohim.pdf http://eprints.polsri.ac.id/3677/6/6.%20BAB%20V%20tsabat%20rohim%20.pdf http://eprints.polsri.ac.id/3677/7/7.%20Daftar%20Pustaka.pdf http://eprints.polsri.ac.id/3677/8/Bangunan%20Pelengkap.pdf http://eprints.polsri.ac.id/3677/9/CPM%20dan%20Kurva%20S.pdf http://eprints.polsri.ac.id/3677/10/Detail%20Perkerasan.pdf http://eprints.polsri.ac.id/3677/11/Potongan%20Melintang.pdf http://eprints.polsri.ac.id/3677/12/Potongan%20Memanjang.pdf http://eprints.polsri.ac.id/3677/

Daftar Isi:

This is the project design of geometric and rigid pavement Dusun Dua Menang – Talang Lugur – Mekar Jaya Muara Enim. In the making off thesis, the writer wants to know how good planning in the the planning and design of geometric rigid pavement thickness on road, so the path to be traversed can provide safety, comfort, and economical for road users. In this planning method is used bina marga in 1997 ordinance intercity road geometric design, bina marga methods 2012 pavement design manual, bina marga standard 2005 square culvert reinforced concrete boxculvert, bina marga 1970 highway geometric planning regulations. Calculations obtained from LHR 7027.82 smp this road is classified into class II B (secondary roads), who has the value of 1500-8000 smp based regulation Geometric Planning Highway. Subgrade load capacity of 2.67% with five twists which is a type 1 Full Circle (FC), 4 Spiral Circle Spiral (SCS), pavement thickness 18cm, width of the road 6m, 1.5m road shoulder width and length of 7.361m road, as well as the execution time of 124 days at a cost of Rp. 46.200933 billion.