"INHERENT SAFE" 80 KM/H ROADS. DEVELOPMENT OF A STRATEGY FOR AN "INHERENT SAFE (RE)CONSTRUCTION OF THROUGH 80 KM/H ROADS IN THE NETHERLANDS. PART I: CHOICE OF THE RELEVANT ROADS AND THE FORMULATION OF CRITERIA AND REQUIREMENTS
Joeri Minnen
Abstract
Joeri Minnen
Abstract
The former Dienst Verkeerskunde of Rijkswaterstaat commissioned SWOV Institute for Road Safety Research to develop a strategy for an inherent reconstruction of 80 km/h through in the Netherlands. The first part of this study is the conceptualization phase. It classifies 80 km/h through mainly as main roads meant for both a smooth and safe traffic operation, and travelling over a longer distance. In order to obtain inherent 80 km/h through roads, they should be designed and implemented in such a way that the risks and consequences of accidents will be minimal. Therefore, they should meet a number of requirements, for instance: (1) accessibility to fast traffic only; (2) the physical segregation of the driving directions into two carriageways in order to prevent the risk of head on collisions; (3) the construction of stopping places for vehicles and buses, possibly not bordering directly on the road; (4) a sufficient capacity to prevent congestion (5) a clear and timely visible road signalling system; and (6) the choice of the multi-level junction. For part two see IRRD 859317.
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The former Dienst Verkeerskunde of Rijkswaterstaat commissioned SWOV Institute for Road Safety Research to develop a strategy for an inherent reconstruction of 80 km/h through in the Netherlands. The first part of this study is the conceptualization phase. It classifies 80 km/h through mainly as main roads meant for both a smooth and safe traffic operation, and travelling over a longer distance. In order to obtain inherent 80 km/h through roads, they should be designed and implemented in such a way that the risks and consequences of accidents will be minimal. Therefore, they should meet a number of requirements, for instance: (1) accessibility to fast traffic only; (2) the physical segregation of the driving directions into two carriageways in order to prevent the risk of head on collisions; (3) the construction of stopping places for vehicles and buses, possibly not bordering directly on the road; (4) a sufficient capacity to prevent congestion (5) a clear and timely visible road signalling system; and (6) the choice of the multi-level junction. For part two see IRRD 859317.
Key concepts: Transport engineering, Order (exchange), Conceptualization, Traffic congestion, Engineering, Computer science, Forensic engineering, Business