T The impact of the Phase 2A MRT construction affects congestion in the Pancoran Glodok road area and its surroundings. The existence of these construction activities has disrupted the flow of traffic and reduced the capacity of the roads in Pancoran Glodok. The purpose of this study is to analyze the current performance of the Pancoran Glodok road to the surrounding area and to analyze the application of appropriate traffic management on the Pancoran Glodok road section and its surroundings, the effect of the diversion of the Old City LEZ flow and the construction of the MRT project on the performance of the Pancoran Glodok road section. The method used in this study is the calculation of road performance using MKJI 1997. The road service feasibility figure is indicated by the degree of saturation (DS), with the condition that DS 0.85. Analysis of the data obtained from the survey results, the total capacity (C) of Pancoran Glodok road is 3.036 pcu/hour with road type that used is 2/2 D. Traffic flow (Q) during the morning rush hour is 987.2 pcu/hour with a DS value of 0 , 325; in the afternoon rush hour of 945,725 smp/hour with a DS value of 0.312; and in the afternoon rush hour of 1011.5 smp/hour with a DS value of 0.333. Scenario 1, namely traffic flow conditions before construction in April 2021, obtained a degree of saturation of 0.323. Scenario 2, namely traffic flow conditions during construction in September 2021 due to volume overflow from Gajah Mada road, obtained a degree of saturation of 1,152. Traffic management carried out is changing road routes and implementing capacity management by eliminating movable concrete barriers.