Road crashes occurrence depends on several factors, being the design consistency one of the most important. It refers to the conformance of highway geometry to drivers' expectations.A new consistency model for evaluating the performance of tangent-to-curve transitions on two-lane rural roads is presented. It is based on the Inertial Consistency Index (ICI), defined for each transition. It is calculated at the beginning point of the curve, as the difference between the average operating speed of the previous 1 km road segment (inertial operating speed) and the operating speed at this point.88 road segments, which included 1,686 tangent-to-curve transitions, were studied in order to calibrate ICI and its thresholds. The relationship between those results and the crash rate associated to each transition has been analyzed. It has been pointed out that the higher the ICI is, the higher the crash rate is, thus increasing the probability of accidents to take place. Similar results were obtained from the study of the relationship between ICI and the weighted average crash rate of the corresponding group of transitions.A graphical and statistical analysis established that road consistency may be considered good when ICI is lower than 10 km/h; poor when ICI is higher than 20 km/h; and fair otherwise.A validation process has been carried out considering 20 road segments. The obtained ICI values were highly correlated to the number of crashes which had occurred at the analyzed transitions. Hence, the Inertial Consistency Index (ICI) and its consistency thresholds resulted in a new approach for consistency evaluation. GARCÍA et al., 2013 3 INTRODUCTION Road crashes have three general categories of contributing factors: human factor, vehicle factor and road infrastructure factor. Previous research (1) pointed out that the infrastructure factor is responsible for over 30% of road crashes. In fact, collisions tend to concentrate on certain road segments, highlighting that road characteristics play a major role in some accidents.The influence of road geometric characteristics increases when the geometric design consistency level is low. Road geometric consistency may be defined as how drivers' expectations and road behavior fit. An inconsistent road design surprises drivers, leading to anomalous behavior and possible collisions.Most of the related research and developed design consistency models focus on four main areas: operating speed and its variations, vehicle stability, alignment indexes and driver workload (2, 3). Among them, the most worldwide used criteria for road design consistency evaluation are based on the operating speed evaluation (4). Operating speed is often defined as the 85 th percentile speed (V 85 ) of the distribution of speeds selected by drivers in free-flow conditions. This specific measure of speed can be used in consistency evaluation by examining differences between design speed (V d ) and V 85 or examining the differences in V 85 between successive road elements, especially between horizon...