This cast in place box girder structure was approximately 1100' in length, and the average span length 225'. The bottom flange averaged 10", and was blistered near the corners for post tensioning ducts. The falsework system consisted of driven pile, supporting a homemade 'mabey' type structure, supporting a combination of timber and steel stringers, and a plywood platform. It sounds stiff, but was only stiff enough to cast the bottom flange.
After curing, the flange being supported by the pile system, became an excellent work platform to form and pour the webs, two internal plus the external, and the top flange, which was placed using a traveling form system. The overhangs were cast using another traveling form system cantilevered from the top flange.
After curing, a considerable amount of post tensioning, both longitudinal and transverse, was completed.
As best I recall, the top flange was 58’, including the 14’ overhang on each side, the bottom flange 22’, and the webs about 9’.