Mike - no, I haven't made it up there yet. I will take pics when I do. I agree that a well-designed and constructed suspension bridge would be more economical than steel stringers.
I've design steel stringer bridges up to 50' span. 75' is doable, of course, but will require taller, heavier beams. A quick calculation for a 6' wide bridge with allowable deflection of 3.75" requires stringers consisting of W27 x 84 (27" tall, 84 lbs. per foot). Using an allowable deflection of 2.5" you'd need W30 x 99 beams. These assume bracing at 10' intervals and a live load of 85 psf. That's over 15,000 lb. of steel for the W30 beams, which would cost you a bundle.
I'd recommend you get a licensed engineer to look over whatever design you end up pursuing.