You are right. we can't tell from the picture what they had in place. It takes two girders side by side to hav diaphragms between them. WE used different methods to get temporary bracing or support while erecting them depending on the situation. One way is to assemble girders in pairs on the ground if not too heavy to lift. Another way is to use two cranes and hold one girder until the adjacent girder is braced to it. Another way is to rig temporary guys or shores if the wind is not strong. But you must calculate what you are going to do before you start. The slenderness of the bare girder is beyond the range of specifications for girders in finished atructures, and we
(the bridge company i worked for) developed our own formula to calculate this. We never had a failure.
I just can't imagine somebody not securing that beam properly considering how careful they usually are in all stages of handling them. My understanding is that those are custom made for each placement and any excess twisting or such while placing them can render them useless by causing the holes to not line up with the preset anchor bolts. What do you think?
Was the beam in the process of being lowered into place when it failed? If so, then why was traffic permitted to operate underneath it before it was fully secured?