PERENCANAAN GEOMETRIK DAN TEBAL PERKERASAN LENTUR JALAN MUARA BELITI – TEBING TINGGI STA 09 + 750 – STA 15 + 000 PROVINSI SUMATERA SELATAN
Daftar Isi:
- The final report is about geometric design and flexible pavement thickness on road Muara Beliti – Tebing Tinggi STA 09 + 750 – STA 15 + 000 South Sumatera Province. This road segment has an important things to improve the welfare of the people in all fields. In this final report, to planning this roads the authors design based class of existing roads, the clastification level of local roads, traffic loads, soil data as a suppoter, and a countour map data area, and also the things that become a reference in planning involve the calculation horizontal alignment, alignment vertikal, classify of road and set a pavement will be used. Based on the calculation that Muara Beliti – Tebing tinggi was in classify II A with the planning speed 60 km/ h, there are 2 lane 2 way, with width of street 2 x 3,5 and the witdth of roadside 2 meters and using six pieces bend consisst of corner 1 Spiral Circle Spiral, 1 Full Circle, and 4 spiral – spiral with thick surface layer Ac-Wc with 4 cm thick, Ac-Bc with 6 cm thick, Ac-Base with 8 cm thick. Based on the calculation obtained budget plan Rp. 42.327.749.000,00 (fourty two billion three hundred twenty seven million seventy fourty nine thousand rupiah) and time of execution of 135 working days.