PROJECT DETAILS

The road in question from the main street branch is located in the town of Logovardi, with a northwest-southeast direction, i.e. it starts from the junction with the existing asphalted road at station 0+000, and extends with a length of L=744.30 m ' in the direction of the southeast towards individual residential buildings. Various materials can be observed along the entire roadway station as finishing layers of the upper layer of the roadway. From parking lot 0+000 to parking lot 0+325.40, the road is paved with macadam made of large stone blocks 20/10/15 cm. remain on it, damaging the surface especially in the winter period. From station 0+325.40 to 0+448, the road has an asphalt layer with relative damage especially expressed on the edges of the road on both sides, generally with a road surface that is deformed and leveling discontinuous. Namely, on some parts of the route, there is no transverse fall on the roadway or it is minimal, so the evacuation of storm water is impossible. Because of this, the surface water is retained on the roadway in certain places, so on days with low temperatures it freezes, which causes damage to the roadway. This state of drainage as well as long-term exploitation contributed to the existing asphalt being damaged. The same situation is repeated on the section from station 0+580.30 to station 0+664.40. The part of the route from the station from 0+448.00 to 0+580.30, as well as from 0+664.40 to 0+744.30, has a roadway made of compacted river gravel with large fractions, which is manifested by large damages on the profile of the street and represents a real problem for its exploitation by the local population. Along the length of the route, there are classic earth drainage channels alternately only on one or both sides. The same, for the most part the route is at a very large distance from the edges of the roadway, so that stormwater cannot reach them and evacuate from the roadway.