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RE: Vehicular Crash Barriers

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No problem-
Al

> -----Original Message-----
> From: hmorera(--nospam--at)Ammann-Whitney.com [mailto:hmorera(--nospam--at)Ammann-Whitney.com]
> Sent: Monday, October 04, 1999 1:11 PM
> To: seaint(--nospam--at)seaint.org
> Subject: RE: Vehicular Crash Barriers
> 
> 
> 
> 
> 
> Ooops, jumped the gun.  It looks like the intended party for 
> my response was
> Hasan, not Al.  Sorry.
> 
> Hector
> 
> 
> 
> ---------------------- Forwarded by Hector 
> Morera/NYC/AmmannWhitney on 10/04/99
> 04:14 PM ---------------------------
> 
> 
> Hector Morera
> 10/04/99 03:59 PM
> 
> To:   seaint(--nospam--at)seaint.org
> cc:
> Fax to:
> Subject:  RE: Vehicular Crash Barriers  (Document link not converted)
> 
> Al,
> 
> Also, depending on its location/usage, the crash barrier may 
> have to conform
> with NCHRP (National Cooperative Highway Research Program) Report 350,
> "Recommended Procedures for the Safety Performance Evaluation 
> of Highway
> Features".
> 
> This publication can be acquired from the Transportation 
> Research Board -
> National Research Council in D.C.  Last time I looked, the 
> report was out of
> print.  If you find out you need a copy and can't get it, 
> please drop me an
> email privately.  I'll copy it and send it to you.
> 
> Hector
> 
> 
> 
> 
> 
> "Olive, Harry" <HOlive(--nospam--at)ngl.ca> on 10/04/99 12:03:41 PM
> 
> Please respond to seaint(--nospam--at)seaint.org
> 
> To:   "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
> cc:    (bcc: Hector Morera/NYC/AmmannWhitney)
> Fax to:
> Subject:  RE: Vehicular Crash Barriers
> 
> 
> 
> 
> Also see AASHTO "Guide Specifications for Bridge Railings"
> Harry
> > -----Original Message-----
> > From:   Al Grathwol [SMTP:AGrathwol(--nospam--at)BoyleEngineering.com]
> > Sent:   Monday, October 04, 1999 12:57 PM
> > To:     'seaint(--nospam--at)seaint.org'
> > Subject:     RE: Vehicular Crash Barriers
> >
> >
> > Are there any codes that cover the design of cast aluminum 
> vehicular crash
> > barriers? For example, what loads would be considered ?
> >
> > See AASHTO Standard Specs. for  Highway Bridges
> > Al
> >
> >
> 
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