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Pedestrian Bridge Live Load

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I know that the AASHTO LFD bridge code specifies 85 psf for sidewalk loading (with reductions based upon span length) on vehicular bridges, but isn't there an AASHTO publication dealing solely with pedestrian bridges?  What LL does it specify?  I'm looking at a 70' span.
M. David Finley, P.E.
3810 South First Street - Suite 7
Lake City, FL  32025