Studi Peningkatan Lapis Tambah (Overlay) Ruas Jalan Wonorejo - Jember - Sumberjati - BTS. Kabupaten Banyuwangi KM. 221+000 s/d KM. 231+000

Abstract

Roads are one of the most important infrastructures for people to reach one area to another. Therefore, the road must be made evenly according to class and function. The growth of traffic loads that cannot be prevented as well as the need for transportation infrastructure causes the need to do a road network handling program, for example by adding a re-layer to the road (Overlay). In writing this final project, the flexible pavement will be used. The final results obtained from the calculation of the accumulation of traffic axes load during the planned life of 10 years 8,103,003 ESA, In the calculation of the additional layer thickness (Overlay) in each segment is 1 = 7cm; 2 = 6cm; 3 = 7cm; 4 = 15cm; 5 = 9cm; 6 = 11cm; 7 = 12cm; 8 = 11cm; 9 = 13cm; 10 = 14cm. From the results of the planning, the trapezoidal drainage with channel dimensions: H = 0.6m b = 0.5m. Keywords : Overlay, flexible pavement.