| To: | CBQ@yahoogroups.com |
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| Subject: | Re: [CBQ] burlington bridge fixed spans |
| From: | Kenneth Martin <kmartin537@surewest.net> |
| Date: | Sun, 1 May 2011 11:49:56 -0700 |
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In response to Bill's post a little historical perspective.
From the magazine "Engineering and Contracting" Vol 30 page 380
"Weight of the Burlington Bridge of the C. B. & Q.
In 1890 a double track steel railway bridge was built across the
Mississippi River, at Burlington, for the C, B. & Q. R. R., to
replace a single track iron bridge built 22 years before. The 6 spans
of 250 ft. each, weighed 3,340 lbs. per lin. ft. The draw span of 363
ft. weighed 3,980 lbs. per lin. ft. The bridge was designed to carry
a moving load of 6,000 lbs. per ft. of double track structure (3,000
lbs. per ft. of single track), this load being increased 50% in
estimating the variable effect of a moving load. The cost of
engineering was 5% of the total cost of piers and superstructure."
Pretty good to be running modern diesels over it 120 years later.
Ken Martin
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