Fatigue analysis has an imporant role in evaluation the durability and performance of ashalt pavements, especially when new or alternative materials are used. Numerous laboratory studies have investigated fatigue performance with aim to estimate field behavior as closer as possible. Therefore, there are currently many different testing methods and data analysis approaches that can be used. One of the most common laboratory test methods is four-point bending beam (4PBB) test, which results are usually analyzed using the so-called traditional approach (where 50% of stiffness reduction is considered as failure criterion) or the energy ratio (ER) approach. However, outcomes from previous studies have shown that these approaches may not be appropriate and reliable if geogrids are used as a reinforcement. As a possible solution, this study proposes a new Simplified Flex Point (SFP) approach that considers the flex point of the strain amplitude curve, measured during 4PBB fatigue tests, to calculate the number of cycles to failure. These three approaches were applied on four sets of double-layered asphalt samples: one unreinforced and three reinforced with geogrids of different strength (50, 100 and 200 kN). The impact of reinforcement on the fatigue life was evaluated by comparing the critical strain values (ε6) of reinforced and unreinforced sets through fatigue resistance improvement factor (FRIF). The research findings showed that the use of geogrids improves fatigue life when the SFP and ER approaches are applied and that the traditional approach might not always be appropriate for assessing the fatigue resistance of reinforced asphalt mixtures.