An important outcome of the analysis was the identification of intersections that were suitable for TSP implementation. Factors influencing this decision included the availability of time to shorten cross-street phases and meet minimum requirements for pedestrian crossing and also the ability to provide TSP without significant adverse effects on cross-street vehicular traffic. Since traffic volumes and signal timing plans vary during the day, these factors vary by analysis period so the set of intersections recommended for TSP has to be unique to each period. Intersections were not suitable for TSP while operating under control of human traffic agents. Even intersections recommended for TSP were not necessarily recommended for both directions of travel on the M15 SBS route. None of the candidate intersections exhibited both sufficient queuing and adequate real estate to provide queue jumping so TSP was not offered to buses on any approach with a near-side bus stop. Therefore, if an intersection selected for TSP had approaches both with and without a nearside bus stop, GPI recommended TSP for the approach without the near-side stop. After applying these factors to the 34 candidate intersections, GPI recommended TSP for 19 to 21 intersections for northbound buses and 22 to 24 intersections for southbound buses depending upon the time of day. The simulation model provides detailed animation displays that track a bus along its route both with and without the proposed TSP system. In addition, the model identifies the travel time savings due to TSP and the TSP action occurring for each intersection. Drive-through animation is particularly useful when examining the planned TSP operations and identifying refinements such as adjustments to the signal progression, maximum phase extensions or starting points for TSP actions.