The report also said: “The concrete truss had developed numerous wide and deep structural cracks jeopardizing the integrity of the bridge. ... The cracks on the bridge occurred due to deficient structural design. ... The morning of the incident, [FIGG] held a meeting with project participants after evaluating the cracks over the course of the previous two days. At that meeting, the [engineer of record] acknowledged that his computations could not replicate the cracks and therefore, he did not know why the cracks were occurring. ... Despite these admissions and the knowledge that the cracks were growing in size, [the engineer of record] stated more than once that the cracks did not present any safety concerns.”