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ASTM Selected Technical Papers
Extending the Life of Bridges
By
BC Brown
BC Brown
1
Materials engineer
, Iowa Department of Transportation,
Ames, Iowa 50010
;
symposium cochairman and coeditor
Search for other works by this author on:
GW Maupin, Jr Jr
GW Maupin, Jr Jr
editor
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AG Lichtenstein
AG Lichtenstein
editor
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ISBN-10:
0-8031-1402-8
ISBN:
978-0-8031-1402-9
No. of Pages:
138
Publisher:
ASTM International
Publication date:
1990

Elastomeric bearings have a long and successful record of performance supporting bridges, railroads, buildings, and heavy machinery. Bearings based on neoprene synthetic rubber have been in use in the United States since 1957. Today, millions of bearings based on neoprene support highway and railroad bridges throughout the world.

Elastomeric bearings are economical, effective, and require no maintenance. They are simple solid pads with no moving parts. The pad deflects in shear to accommodate expansion, contraction, and end rotation of the bridge structure. There is no need for lubrication, no need for cleaning, and no opportunity for the bearings to seize.

Sound bearing design principles have been developed based on experience accumulated over the years. This paper will highlight installations using neoprene bridge pads with 17 to 32 years service to describe the technology necessary to document their performance. Physical property data on these aged neoprene pads will be presented.

1.
Knox
,
R. E.
, “
Neoprene, The First High Performance Elastomer
,” Rubber Division, American Chemical Society paper, Cleveland, OH, 13–16 Oct. 1981.
2.
Neoprene Bridge Bearing Pads Unaffected by Decades of Cold Weather Service
,”
Du Pont publication
,
Elastomers Notebook
, No. 228, Winter, 1983–1984,
Du Pont, Wilmington, DE
, pp. 10–130.
3.
Bell
,
L. W.
,
Shloss
,
A. L.
, and
Subramanian
,
N. S.
, “
Additional Design Data Based on Full Size Bridge Bearing Pads of Neoprene
,” World Congress on Joint Sealing and Bearing Systems for Concrete Structures paper,
Niagara Falls, NJ
,
28
09
1981
.
4.
McCormick
,
C. E.
, “
Twenty Years' Experience with Neoprene in the Wire and Cable Industry
,” AIEE paper, Baltimore, MD, 19–21 May 1959.
5.
Neoprene Specimen Passes 50 Year Test
,”
Du Pont publication
,
Construction Thought Starters
,
Du Pont, Wilmington, DE
,
08
1988
.
6.
Vacca
,
G. N.
,
Erickson
,
R. H.
, and
Lundberg
,
C. V.
,
Industrial and Engineering Chemistry
, Vol.
43
,
1951
, pp. 443–446.
7.
Lundberg
,
C. V.
,
Vacca
,
G. N.
, and
Biggs
,
B. S.
, “
Resistance of Rubber Compounds to Outdoor and Accelerated Ozone Attack
,”
India Rubber World
, Vol.
135
,
02
1957
.
8.
Ritchie
,
D. F.
, “
Neoprene Bridge Bearing Pads, Gaskets and Seals
,”
Rubber World
,
05
1989
, pp. 27–31.
9.
Bryan
,
J. C.
, “
Neoprene Bearings Support Highway Bridges
,”
Du Pont publication
,
Elastomers Notebook
, No. 224, Winter
1982
,
Du Pont, Wilmington, DE
.
10.
Coe
,
D.
,
Lackmann
,
C.
,
Howgate
,
P.
, “
Bearing Up Under Pressure
,”
European Rubber Journal
,
05
1988
.
11.
Bridge Bearing Pads Articles
,
Du Pont Publication
Construction Thought Starters
,
04
1988
and
06
1989
issues,
Wilmington, DE
.
12.
Bridge Bearing Pads
,”
Du Pont Publication
,
Language of Rubber
,
08
1986
(revised ed.), originally published
10
1957
,
Du Pont, Wilmington, DE
.
13.
Graves
,
J. R.
, “
Rubber Seats for Prestressed Beams
,”
Engineering News Record
 0143-3857,
16
05
1957
.
14.
Neoprene Bridge Bearing Pads Support 10 Million Tons of Trains Each Year
,”
DuPont publication
,
Elastomers Notebook
, No. 222,
06
1982
, pp. 4–5.
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