Transport Projects

Studies of a considerable volume of transport projects of reinforced or prestressed concrete (since 1984 as a licensed civil engineer). Indicative list of projects :

1. Final study of the prestressed fly-over with three spans 15.0+41.0+21.0 m. Motorway Athens – Korinth : Kakia Skala – Kalamaki section. K.P. 68+340,0.

2. Final study of the prestressed fly-over with a span of 43.40m. Motorway Athens – Korinth : Kakia Skala – Kalamaki section. K.P.65+448,4.

3. Final study of a reinforced bridge of a lower passage with a straight span of 22.45m. (sloping span of 30.73m., slope 47ο). Motorway Athens – Korinth : Kakia Skala – Kalamaki section. K.P.0+485,0.

4. Final study of a reinforced bridge of a lower passage with a span of 20.00m. Motorway Athens – Korinth : Kakia Skala – Kalamaki section. K.P.60+703,0.

5. Prefinal study of a reinforced fly-over with two spans 20.8+20.8m. Motorway Klidi – Katerini : Makrygialos – Katerini section. K.P.49+645,0.
6. Prefinal study of a reinforced fly-over with two spans 21.2+21.2m. Motorway Klidi – Katerini : Makrygialos – Katerini section. K.P.57+226,5.

7. Prefinal study of a reinforced fly-over with a straight span of 18.20m. Motorway Klidi – Katerini : Makrygialos – Katerini section. K.P.59+737,0.

8. Prefinal study of a reinforced lower passage with a straight span of 22.20m. Motorway Klidi – Katerini : Makrygialos – Katerini section. K.P.57+475,0.

9. Prefinal study of a prestressed valley – bridge built of precast elements. Total bridge length: 14×35.0=490.0m. Psilorrahi – Dodoni section of the Egnatia Road. K.P.11+357,5 – 11+847,5.

10. Prefinal study of a prestressed gorge – bridge built of precast elements. Total bridge length: 3×35.0=105.0m. Dodoni – Pethini section of the Egnatia Road. K.P.9+505,0 – 9+610,0.

11. Prefinal study of a prestressed gorge – bridge built of precast elements. Total bridge length: 3×35.0=105.0m. Dodoni – Pethini section of the Egnatia Road. K.P.10+424,5 – 10+529,5.

12. Prefinal study of a prestressed gorge – bridge built of precast elements. Total bridge length: 3×35.0=105.0m. Dodoni – Pethini section of the Egnatia Road. K.P.10+612,0 – 10+787,0.

13. Prefinal study of a prestressed gorge – bridge built of precast elements. Total bridge length: 11×35.0=385.0m. Psilorrahi – Dodoni section of the Egnatia Road. K.P.1+365,0 – 1+750,0.

14. Prefinal study of a prestressed gorge – bridge built of precast elements. Total bridge length: 8×35.0=280.0m. Psilorrahi – Dodoni section of the Egnatia Road. K.P.9+377,5 – 9+657,5.

15. Prefinal study of a prestressed gorge – bridge built of precast elements. Total bridge length: 5×35.0=175.0m. Psilorrahi – Dodoni section of the Egnatia Road. K.P.8+890,0 – 9+065,0.

16. Prefinal study of a prestressed gorge – bridge built of precast elements. Total bridge length: 14×35.0=490.0m. Psilorrahi – Dodoni section of the Egnatia Road. K.P.16+383,0 – 16+873,0.

17. Prefinal study of a prestressed bridge with a span of 31.40m. Psilorrahi – Dodoni section of the Egnatia Road. K.P.5+250,0.

18. Prefinal study of a prestressed fly-over curve with three spans of: 16.0+32.0+16.0 m. Psilorrahi – Dodoni section of the Egnatia Road. K.P.7+508,0.

19. Prefinal study of a prestressed fly-over with three spans of: 14.0+28.7+14.0 m. Psilorrahi – Dodoni section of the Egnatia Road. K.P.8+529,0.

20. Prefinal study of a prestressed fly-over with three spans of: 29.0m. Psilorrahi – Dodoni section of the Egnatia Road. K.P.10+900,0.

21. Prefinal study of a prestressed fly-over with a straight span of: 33.5m (sloping span of 45.40m.) Psilorrahi – Dodoni section of the Egnatia Road. K.P.6+838,0.

22. Prefinal study of a prestressed preconstructed bridge with a straight span of: 33.5m (sloping span of 43.70m.) Psilorrahi – Dodoni section of the Egnatia Road. K.P.7+442,0.

23. Prefinal study of a prestressed fly-over with three spans of: 15.0+28.7+15.0m. Psilorrahi – Dodoni section of the Egnatia Road. K.P.10+305,0.

24. Prefinal study of a fly-over built of precast elements (monolithic connection). Total bridge length: 8×25.0=200.0m. Railway Athens – Korinth : Kakia Skala – Kalamaki section. K.P.84+413,4 – 84+613,4.

25. Final study of a reinforced fly-over with four spans 12.5+21.5+21.5+21.5 m. Motorway Athens – Katerini : Junction of Kastros. K.P.1+319,0.

26. Final study of a reinforced lower passage with an span of: 19.0m. Motorway Athens – Katerini : Junction of Tragana. K.P.1+026,4.

27. Final study of a reinforced bridge over the river Melanas, with a straight span of 17.40m. (slant span of 26.0m, slant 42ο). Motorway Athens – Katerini. K.P.1+821,0.

28. Final study of a reinforced fly-over with six spans 13.0+13.0+15.7+ 15.7+18.5+13.0 m. Motorway Athens – Katerini : Road P1. K.P.2+540.0.

29. Final study of a prestressed fly-over with three spans 28.0+36.0+28.0m. Motorway Athens – Korinth : Section: Korinth detour. K.P.5+748.0.

30. Final study of a prestressed fly-over with three spans 28.0+36.0+28.0 m Motorway Athens – Korinth : Section: Korinth detour. K.P.5+779.5.

31. Final study of a reinforced fly-over with three spans 12.0+23.0+12.0 m Motorway Athens – Korinth : Section: Korinth detour. K.P.9+954.51.

32. Final study of a prestressed fly-over with two spans 32.0+55.0m. Motorway Athens – Korinth : Section: Korinth detour. K.P.9+253.35.

33. Final study of a prestressed, preconstructed fly-over with a span of 39.20m. Motorway Athens – Lamia : Ypatou Junction. K.P.79+745.0.

34. Final study of a prestressed, preconstructed fly-over SRA2g with spans 15.0+31.7+27.9+15.0m. Motorway Athens – Korinth: Section: Kalamaki – Isthmus. K.P.4+221.39.

35. Prefinal study of a fly-over of an existing railway line with spans 12.0+23.3+19.7+12.0m. Connection of the West Regional Highway of Egaleo with Aspropyrgos Road (ΝΑΤΟ). K.P.1+362.40.

36. Prefinal study of a lower passage of the Liossion – Dimokratias street in the area of Tris Gefyres, with a straight, free span of 18.5m. Curved medium, slant 30°. Technical width: 200m.

37. Prefinal study of a fly-over of Transverse Road 1 with spans 17.0+39.5+17.0m Motorway Athens – Thessaloniki: Section: Rapsani – Platamonas. K.P.0+898.00.