T he Tugu Bambu Runcing Roundabout in Bekasi City is an intersection with a roundabout which has 4 (four) arms located in a commercial area (shops and stations). As the population increases and the growth in transportation increases, it results in traffic congestion at peak hours, causing the roundabout performance to decrease. Therefore, this study aims to analyze the characteristics of the roundabout, the performance of the roundabout and analyze the application of appropriate traffic management to improve the performance of the roundabout. The method used in this study is a data collection method referring to the 1997 MKJI guidelines. Based on the results of a field survey, the characteristics of the roundabout do not match the specified geometric design. Analysis of the performance of the existing roundabout on Saturday, December 11, 2021, obtained the value of the degree of saturation (DS) for the roundabout 1.183 with an average roundabout delay of 40.45 sec/pcu and a queue probability of 76% - 133%. Meanwhile, on Monday, December 13, 2021 the roundabout degree of saturation (DS) was 1.046 with an average roundabout delay of 34.83 sec/pcu and a queue probability of 47% - 91%. Thus, it is categorized at the service level at the F roundabout. Traffic control at the Tugu Bambu Runcing roundabout is carried out by applying the odd-even system, the DS value is 0.85 with the service level category C.