PERENCANAAN ULANG GEOMETRIK JALAN UNTUK QUARRY BENDUNGAN SEMANTOK KABUPATEN NGANJUK (STA 00+000 s/d STA 05+000)

In the Semantok Dam construction project in Nganjuk Regency, local road access to the quarry is required. The road access is needed to support the mobilization of material originating from the quarry. The road will also become a public road and at the same time become a tourist access at the Semantok Dam. And the plan will use rigid pavement as pavement. The data needed for planning is the volume of traffic planning hours, CBR of land, topographic maps, and the price of the main unit of activity (HSPK) in 2019 in Nganjuk Regency. This planning refers to the InterCity Road Geometric Planning Procedure No. 038 / T / BM / 1997, Method of Bina Marga for Pavement Planningfor Cement Concrete Roads SNI Pd T-14-2003, Analysis of Unit Prices by way of Bina Marga No. 28 / PRT / M / 2016. This planning resulted in a road with a length of 5 km, a width of 3.5 m per lane, an undivided 4-lane 2-way road type (4/2 UD), and 2 m wide shoulders; 4 S-C-S bends (Spiral Circle Spiral) and 3 S-S bends (Spiral Spiral) and 3 convex and 4 concave vertical bends; The pavement thickness is 210 mm and the thickness of the road foundation is 150 mm; with a budgetof Rp.34,214,243,074