PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN LENTUR PADA RUAS JALAN BATAS KOTA PALEMBANG – TANJUNG API-API STA 27+000 – STA 33+512,2 PROVINSI SUMATERA SELATAN
| Main Authors: | Mizdalifah, Tiara , Utari, Wahdiah Zunda |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2015
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| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/1545/1/COVER.pdf http://eprints.polsri.ac.id/1545/2/BAB%2BI.pdf http://eprints.polsri.ac.id/1545/3/BAB%2BII.pdf http://eprints.polsri.ac.id/1545/4/BAB%2BIII.pdf http://eprints.polsri.ac.id/1545/5/BAB%2BIV.pdf http://eprints.polsri.ac.id/1545/6/BAB%2BV.pdf http://eprints.polsri.ac.id/1545/7/DAFTAR%2BPUSTAKA.pdf http://eprints.polsri.ac.id/1545/ |
Daftar Isi:
- This final report is about the geometric and construction pavement of palembang city limit – tanjung api-api road STA STA 27+000 – STA 33+512,2 south sumatra province. The writer design the planning based on the level of avenue, classification level of area and traffic load. Satitistic result from LHR is 49.575,752 smp, this avenue categorized in class I A (arteri avenue) based on RSNI geometric avenue in 2004, which have 4 curve consists of 2 curve full circle, and 2 curve spiral circle spiral. Based on total number of vehicles which throught the road, pavement planned for this avenue consists of its cover AC W is 4 cm, AC BC 8cm, AC base 18 cm, upper foundation (CBR 90%) 14 cm, while bottom foundation using sirtus class B (CBR 60%) 20 cm. In the upper of AC WC, AC BC and AC base using hard and soft aggregates, asphalt and filler either for upper and bottom foundation. Based on the calculation data, the cost for tanjung api-api road – palembang city limit spent, Rp.69.497.501.000,00 (sixty-nine billion, four hundred and ninety seven million five hundred and one thousand rupiah) Keywords : geometric, LHR, curve, pavement, RAB