The project was a 281,000 square feet, 6 story university campus research facility with large interior courtyard. The first 5 levels were C.I.P. concrete and the 6th level was structural steel. Additional scope of work included plate girders weighing 41,000 pounds each, elevator steel, steel stairs, screen walls and site misc. steel.

It was a triangular site with no laydown area bound by two major streets on the north and east side with the valley metro light rail and SRP canal both running at an angle on the south side. The delivery and construction sequence coordination was critical.