Depending upon improving technology, increase at the number of vehicles has appeared in Erzurum province as in all around the world, and this has caused increase at traffic volume in main arteries and intersections on these inner-city main arteries. Because Tebrizkapı Junction is located between Cumhuriyet Street, Karskapı Street which is the busiest center of the city, and Taş Mağazalar Street, one of the most important shopping centers, it is exposed to serious traffic intensity especially in the morning working hours and evening working hours. In accordance with the numbers of countings, peak hour for the morning in Tebrizkapı intersection is between 7.45 and 8.45 a.m., and the peak hour for the evening is between 4.45 and 5.45 p.m. The traffic volumes of peak hours were used during the simulation. In this study, using the AIMSUN software, the current state of the Tabrizkapı Junction, and the different junction types and designs are simulated by Micro-simulation. The GEH (Geoffrey E. Havers) formula, which is used as a verification test on traffic volumes, was used to measure the accuracy of the models produced. The delay time and the stop time for the existing situation were 41.10 and 26.85 seconds, respectively. By changing the type of the existing intersection, the Roundabout and Grade Seperated Junctions were designed and simulated. The delay times for the new designs were found as 9.21 and 5.03 seconds for Roundabout and Grade Seperated Junction respectively. The stop times for the new designs were found 1.66 and 1.20 seconds for Roundabout and Grade Seperated Junctions respectively. As a result of the simulations, the most appropriate intersection type was found as Grade Seperated Junction considering the delay time and stop time factors. Due the high construction cost of the Grade Seperated Junction, the Roundabout junction has been found as the most appropriate choice