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RE: Golf Course Bridge

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> -----Original Message-----
> From: syed faiz ahmad [mailto:syedfaiz23(--nospam--at)hotmail.com]
> Sent: Tuesday, June 05, 2001 1:31 PM
> To: seaint(--nospam--at)seaint.org
> Subject: RE: Golf Course Bridge
> 
> 
> well, ANSI A58.1 TABLE-2 allows you to design "vehicular 
> driveways & yards 
> subject to trucking" for a uniformly distributed load of 12KN/m2  or 250 
> lb/ft2.

But those are not bridges.

William L. Polhemus, Jr., P.E.
Polhemus Engineering Company
Katy, Texas


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