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I never found an example, and we ended up designing it in house. It is still being scrutinized by different engineers- possibly the most checked design ever!

I have checked out post-tensioning.org, and all of their stuff is on beams or precast segmental construction- no pier caps.

I need a reference that has design procedures for post-tensioned bridge pier caps, and possibly an example. If you know of a good one, please post. thanks!

I recently got a newsletter from HPC (http://hpc.fhwa.dot.gov) that had a short blurb about Reactive Powder Concrete (aka Ductal). In the article there was an email address of the guy who provided the information. I don't want to publish someone else's email, so if you want to contact him, how...

I am doing an analysis of drilled shafts supporting a bridge pier using the L-Pile program. This program allows me to input loads and soil layers, and gives me output such as pile head deflection, maximum moment, maximum shear, etc. It also gives graphs of deflection v. depth, bending moment...

For laterally loaded piles, try LPile by Ensoft. It is pretty good, but hard to understand at first. www.ensoftinc.com