On this section of the runningway, the LRV does not require its own phase. Since the LRV performs an east-west through movement, the transit vehicle operates concurrently with the east-west through vehicle phase. However, given the 90m length of the LRV and the intersection geometry, it was necessary to calculate the minimum green and clearance intervals necessary to safely operate the LRV. The minimum green duration is calculated based on the LRV starting from a stopped position reaching a farside platform. This scenario would yield the absolute minimum time required to clear the intersection. This time includes the time to accelerate to a maximum speed of 25 km/hr, plus the time to slow to a stop position.