If you have to follow federal bridge law and an 80klb cap, a mec doesn't have much payload nor towing capacity... it's a math problem.
Also using a $300k+ crane as the primary means to move tree debris given the quantity of material the crane can get on the ground vs the limited amount of material it can move seems like a losing proposition.
24' outside bridge on 4 axles means on with bridge law you're allowed 58klb. State roads can be different, but that'd apply to interstates and other federal roads.
From the looks of your build sheet, the bare truck with the flatbed is overweight by 3klb, although they comically say it has a 13klb payload. You can't fit enough axles in 24' to bridge 79klb. 8 axles in 28' gets you there (minimum axle spacing is 4' for bridge law).