PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN JALAN TRANS BATUMARTA STA 0+000 – STA 5+500 PROVINSI SUMATERA SELATAN
| Main Authors: | Novembrie, Reza, Umary, Thowwil |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2015
|
| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/1565/1/COVER.pdf http://eprints.polsri.ac.id/1565/2/BAB%20I.pdf http://eprints.polsri.ac.id/1565/3/BAB%20II.pdf http://eprints.polsri.ac.id/1565/4/BAB%20III.pdf http://eprints.polsri.ac.id/1565/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1565/6/BAB%20V.pdf http://eprints.polsri.ac.id/1565/7/DAFTAR%20PUSTAKA.pdf http://eprints.polsri.ac.id/1565/ |
Daftar Isi:
- This Final Report is a Design Planning Of Geometric And Pavement Thickness Of Road Trans Batumarta STA 0+000 – STA 5+500 Province Of South Sumatera. In this Path Planning authors designed the class path planning based there, the classification level of local roads, traffic load, soil data as a supporter, and a contour map data area. From calculations later obtained daily traffic average and classification in the class consisting of bends Full Circle, Spiral Spiral Circle and Spiral Spiral. With AC surface layer WC, AC BC, AC Base, Lapis Lapis Foundations Up and Down Foundation has planned. Based on the calculations later obtained a budget plan and implementation of a predetermined time. Based on the authors conclude that the planning and bold geometric designs influenced by bending pavement Traffic Daily Average (LHR) and California Bearing Ratio (CBR) existing soil in the area of trans batumarta street intersection ii units - units xvi. Keywords: Design Road, Geometric Design, flexible pavement thickness, LHR, CBR.