The behavior of opposed left turn traffic at signalized intersections was complicated. However, there were scarce researches about opposed left turn in Taiwan. Opposed left turn behavior in this study were decomposed as four major parts: leading-left-turn, forced opposed-flow left-turn, gap acceptance left-turn, and change interval left-turn. This study tried to analyze the basic behavior by field data collected on 11 opposed left turn lanes and 22 leading-left-turn lanes. Moreover, the behavior of Taipei city were compared with those of other city. There were four major findings in this study. (1) Leading-left-turn behavior were very seldom found in Taipei, but those were often found in other cities. (2) The probability of vehicle forced opposed-flow to left turn in other cities was significantly higher than those in Taipei. (3) The acceptance gaps to left turn was alike positive related with the number of lanes in opposed flow at suburban signalized intersections, however, there were no significant relationship for the signalized intersections in Taipei. (4) The discharge vehicles on signal change intervals were about 2.9 vehicles per cycle in Taipei. The above-mentioned different behavior at signalized intersections between in Taipei and other cities could be explained by different traffic situations, that is, the traffic of Taipei was always heavier than that of other cities.