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RE: Golf Course Bridge Design & AASHTO

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Sounds like about an H15 load to me-if you want to use AASHTO.  They used to
have an H10, but it was dropped.  It's best to have the client give you (in
writing) the max. load and wheel footprint he wants the bridge to carry.


> -----Original Message-----
> From: Ed Fasula [mailto:tibbits2(--nospam--at)metro.lakes.com]
> Sent: Thursday, July 22, 1999 9:08 PM
> To: seaint(--nospam--at)seaint.org
> Subject: Golf Course Bridge Design & AASHTO
> 
> 
> We're just starting on a job to use 100' salvaged bowstring 
> trusses to make
> a golf course bridge.  It's going to carry carts, people, and 
> golf course
> equipment (tractors).
> 
> I'm wondering if the lane live load pattern we need would be 
> in AASHTO's
> Standard Specifications for Highway Bridges, another 
> publication, or if
> we're going to have to make it up ourselves.
> 
> Regards,
> 
> Ed
> 
> 
>