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RE: Golf Course Bridge Design & AASHTO

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Do not use AASHTO at all. It is specifically for highway bridges, and takes
into account the wide disparity of live loadings that such bridges
encounter.

I would favor using a uniform live load (someone else mentioned this), and
the ASCE 7 with ACI 318 Appendix C, and/or AISC LRFD 2nd Edition.