Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Re: Collision Load for Highway Bridges

[Subject Prev][Subject Next][Thread Prev][Thread Next]
This one was the best illustration
V. Steve Gordin, SE
Irvine CA
----- Original Message -----
Sent: Wednesday, November 19, 2008 08:01
Subject: RE: Collision Load for Highway Bridges

One of my past jobs was consulting to insurance companies involved in bridge repairs from oversize loads hitting bridge superstructures.  We had up to a job a month.  Surprising how often this happens.


Hanging chains from an approach structure makes so much sense - why don't we do that.  I see it in parking garages all the time.


Bob Garner, S.E.


From: Rhkratzse(--nospam--at) [mailto:Rhkratzse(--nospam--at)]
Sent: Wednesday, November 19, 2008 7:51 AM
To: sscholl2(--nospam--at); seaint(--nospam--at)
Subject: Re: Collision Load for Highway Bridges


Stan, I really don't know what your point is.  Are you suggesting that that was the right thing to (not) do?  I recall a photo in ENR a few years ago showing a truck under a collapsed concrete overpass, having sheared off its supporting columns, which had no protection whatsoever.  Or the German high speed train in a similar situation, which resulted in many deaths.

I did a number of things 40 years ago that I would not want to repeat today.  :)

Ralph Hueston Kratz, S.E.
Richmond CA USA

In a message dated 11/18/08 10:47:31 PM, sscholl2(--nospam--at) writes:

I designed a lot of interstate highway bridges in Illinois 40 yrs. ago and we did not design any of them for impact loads from trucks hitting the piers or the superstructure.
Stan Scholl, P.E.

One site has it all. Your email accounts, your social networks, and the things you love. Try the new today!(