An arc with a horizontal radius of 550 m provides a speed of 100 km/h.
ITL Interchange | Stack Interchange | Turbine | Pinavia | Cloverleaf^{(*1)} | |
---|---|---|---|---|---|
Characteristics of interchange | |||||
Arc through (m) | 550 | 0 | 0 | 550 | 0 |
Arc turn right (m) | 550 | 550 | 550 | 550 | 550 |
Arc turn left (m) | 550 | 550 | 550 | 550 | 225 |
Area of interchange (ha) ^{(*2)} | 142 | 79 | 260 | 142 | 142 |
Number of levels | 2 | 4 | 2 | 2 | 2 |
Road distance | |||||
Road distance straight (m) | 2675 | 2400 | 2400 | 2785 | 2400 |
Road distance right (m) | 720 | 860 | 2370 | 1505 | 1500 |
Road distance left (m) | 880 | 2000 | 2445 | 2265 | 1050 |
Road distance total (m) | 17100 | 21040 | 28860 | 26220 | 19800 |
Overpasses distance | |||||
Overpasses distance straight (m) | 1220 / 200^{(*3)} | 100 | 100 | 6600 | 100 |
Overpasses distance right (m) | 0 | 0 | 0 | 0 | 0 |
Overpasses distance left (m) | 1760 | 8000 | 8620 | 10200 | 0 |
Overpasses distance total (m) | 2980 / 1960^{(*3)} | 8100 | 8720 | 16800 | 100 |
*1 The cloverleaf in traffic characteristics is not comparable with the other interchanges.
The calculation is added as the simplest version of the interchange
*2 The outer edge of the road is taken into account
*3 The road straight on the upper level can also be carried out mostly after the embankments instead of the overpasses.
In this case, we have overpasses in the length of 200m and the embankments in the length of 420m.