University of Split. Faculty of Civil Engineering, Architecture and Geodesy. Department of Transportation Engineering.
Abstract
Idejni projekt ceste izvodi se na zadanoj geodetskoj podlozi u mjerilu 1 : 1000 koja prikazuje teren na kojoj se cesta projektira. Cesta se formira od točke A koja se nalazi na 319 metara nadmorske visine prema točki B koja se nalazi 299 metara nadmorske visine. Vrsta terena na kojem se polaže trasa je brdoviti. Cesta se projektira za prosječni godišnji dnevni promet koji iznosi 950 vozila/dan (PGDP). Predviđena projektna brzina je 40 km/h. Trasa kontinuirane ceste ima dužinu 318,69 m. Idejno rješenje izrađeno je prema Pravilniku i osnovnim uvjetima za projektiranje ceste s elementima koji zadovoljavaju važeće propise, kao i sigurnosne i estetske kriterije.The preliminary design of the road is performed on a given geodetic base at a scale of 1 :1000, which shows the terrain on which the road is designed. The road is formed from point A located at 319 meters above sea level towards point B, which is located at 299 meters above sea level. The type of terrain on which the route is laid is hilly. The road is designed for an average annual daily traffic of 950 vehicles / day (PGDP). Estimated design speed is 40 km / h. The route of the continuous road has a length of 318,69 m. The conceptual design was made according to the Ordinance and the basic conditions for the design of roads with elements that meet the applicable regulations, as well as safety and aesthetic criteria
