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Very High Design Speeds
        Case: GR
                                Basil Psarianos
             Nat’l Techn. Univ. Athens, Greece
                        bpsarian@mail.ntua.gr
IN THEORY
     (GR Design Guidelines 2001)
•  Highest Design Speed can be:
  – 120 km/h (75 mph) in general for
    Freeways, but
•  Can reach the value of
  – 130 km/h (~80 mph) in flat topography




                 Transportation Research Board   2
                     2006 Annual Meeting
IN THEORY
HERE…
The Design Speed is 120 km/h and
The Speed Limit is 120 km/h (75 mph)




                                                but
                Transportation Research Board          3
                    2006 Annual Meeting
IN PRACTICE
WE MADE OUR ALCULATIONS




          Transportation Research Board     4
              2006 Annual Meeting
IN PRACTICE
AND THE RESULT WAS




           Transportation Research Board     5
               2006 Annual Meeting
IN PRACTICE, for Example
Design Speed = Operating Speed = 85% Speed (as of December 2005)


On the TANGENT:
• Passenger Cars: 144 km/h (90 mph) in the driving middle lane (3.50m)
• SU Trucks: 89 km/h (55.63 mph) in the driving middle lane
• Truck-Trailers: 87 km/h (54.38 mph) in the driving middle lane
• Buses: 98 km/h (61.25 mph)




                  Corinth-Athens Freeway, St.:57+550
                          Speed Limits (km/h):
   120 for PCs, 80 for SU Trucks, 70 for Truck-Trailers, 90 for Buses
                             Transportation Research Board               6
                                 2006 Annual Meeting
IN PRACTICE, for Example
Design Speed = Operating Speed = 85% Speed (as of December 2005)

On this SHARP HORIZONTAL CURVE with R=400 m (1311 ft):
Passenger Cars: 128 km/h (80 mph) in the driving right lane (3.50m)




 Athens - Salonika Freeway, St. 98+000
    Posted Speed : 90 km/h (56 mph)

                           Transportation Research Board              7
                               2006 Annual Meeting
Fast & General Conclusions
1. Inconsistencies between Theory
   and Practice in various Design
   Aspects
2. High Design Speed Highways are
   OUT THERE; we in GR & EU do not
   want to admit it and perhaps face
   it!

               Transportation Research Board   8
                   2006 Annual Meeting
Very high design speeds gr revised

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Very high design speeds gr revised

  • 1. Very High Design Speeds Case: GR Basil Psarianos Nat’l Techn. Univ. Athens, Greece bpsarian@mail.ntua.gr
  • 2. IN THEORY (GR Design Guidelines 2001) •  Highest Design Speed can be: – 120 km/h (75 mph) in general for Freeways, but •  Can reach the value of – 130 km/h (~80 mph) in flat topography Transportation Research Board 2 2006 Annual Meeting
  • 3. IN THEORY HERE… The Design Speed is 120 km/h and The Speed Limit is 120 km/h (75 mph) but Transportation Research Board 3 2006 Annual Meeting
  • 4. IN PRACTICE WE MADE OUR ALCULATIONS Transportation Research Board 4 2006 Annual Meeting
  • 5. IN PRACTICE AND THE RESULT WAS Transportation Research Board 5 2006 Annual Meeting
  • 6. IN PRACTICE, for Example Design Speed = Operating Speed = 85% Speed (as of December 2005) On the TANGENT: • Passenger Cars: 144 km/h (90 mph) in the driving middle lane (3.50m) • SU Trucks: 89 km/h (55.63 mph) in the driving middle lane • Truck-Trailers: 87 km/h (54.38 mph) in the driving middle lane • Buses: 98 km/h (61.25 mph) Corinth-Athens Freeway, St.:57+550 Speed Limits (km/h): 120 for PCs, 80 for SU Trucks, 70 for Truck-Trailers, 90 for Buses Transportation Research Board 6 2006 Annual Meeting
  • 7. IN PRACTICE, for Example Design Speed = Operating Speed = 85% Speed (as of December 2005) On this SHARP HORIZONTAL CURVE with R=400 m (1311 ft): Passenger Cars: 128 km/h (80 mph) in the driving right lane (3.50m) Athens - Salonika Freeway, St. 98+000 Posted Speed : 90 km/h (56 mph) Transportation Research Board 7 2006 Annual Meeting
  • 8. Fast & General Conclusions 1. Inconsistencies between Theory and Practice in various Design Aspects 2. High Design Speed Highways are OUT THERE; we in GR & EU do not want to admit it and perhaps face it! Transportation Research Board 8 2006 Annual Meeting