Photos 

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Overall View Of Viaduct, With Jefferson Street In Foreground, Looking South Along Sixth Street

Photo by Clayton B. Fraser, August 1991, for HAER

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Overall View Of Viaduct, With North Approach Grade In Foreground, 1903 Girders In Middle Ground And 1886 Truss In Background, Looking South Along Sixth Street

Photo by Clayton B. Fraser, August 1991, for HAER

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Overall View Of Viaduct, With North Approach Grade In Left Foreground And 1903 Girders And 1886 Truss In Right Background, Looking Southeast

Photo by Clayton B. Fraser, August 1991, for HAER

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Overall View Of 1903 Girders And North Approach Grade, Looking Northeast From Valley Street Ramp

Photo by Clayton B. Fraser, August 1991, for HAER

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Overall View Of 1886 Truss And Girders From Market Street, Looking Northwest

Photo by Clayton B. Fraser, August 1991, for HAER

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Overall View Of 1886 Truss And Girders, Looking Southeast From Valley Street Ramp

Photo by Clayton B. Fraser, August 1991, for HAER

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View Of West Web And North Portal Of 1886 Truss From Valley Street Ramp, Looking Southeast

Photo by Clayton B. Fraser, August 1991, for HAER

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View Of West Web Of 1886 Truss, Looking East From Burlington Northern Railroad Tracks

Photo by Clayton B. Fraser, August 1991, for HAER

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View Of South Portal Of 1886 Truss, Looking North Along Sixth Street

Photo by Clayton B. Fraser, August 1991, for HAER

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Overall View Of 1886 Truss And Girders, Looking Northwest From Market Street

Photo by Clayton B. Fraser, August 1991, for HAER

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View Of East Web And South Portal Of 1886 Truss, Looking Northwest From Market Street

Photo by Clayton B. Fraser, August 1991, for HAER

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View Of Deck Of 1886 Truss, Showing Roadway, Sidewalks And Web Members, Looking South

Photo by Clayton B. Fraser, August 1991, for HAER

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Detail View Of Deck Of 1886 Truss, Showing Hip Vertical, Sidewalk And Guardrail, Looking East

Photo by Clayton B. Fraser, August 1991, for HAER

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Detail View Of Deck Of 1886 Truss, Showing Typical Vertical And Diagonals, Sidewalk And Guardrail, Looking East

Photo by Clayton B. Fraser, August 1991, for HAER

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Detail View Of Upper Chord On 1886 Truss, Showing Endpost, Portal Strut, Lateral Bracing, Hip Vertical And Diagonal, Looking Northeast

Photo by Clayton B. Fraser, August 1991, for HAER

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Detail View Of Upper Chord On 1886 Truss, Showing Typical Vertical, Strut, Lateral Bracing And Diagonal, Looking Southeast

Photo by Clayton B. Fraser, August 1991, for HAER

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Detail View Of Lower Chord Of 1886 Truss, Showing Floor Beam (With Cantilevered Sidewalk Extension), Stringers And Lateral Bracing, Looking Northeast

Photo by Clayton B. Fraser, August 1991, for HAER

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Underside View Of 1886 Truss And North Approach Girder, Looking Southeast

Photo by Clayton B. Fraser, August 1991, for HAER

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View Of North Abutment And Approach Girder On 1886 Truss, Looking Northeast

Photo by Clayton B. Fraser, August 1991, for HAER

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Detail View Of North Pier And Approach Girder On 1886 Truss, Looking East

Photo by Clayton B. Fraser, August 1991, for HAER

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View Of South Abutment And Approach Girder On 1886 Truss, Looking Southeast

Photo by Clayton B. Fraser, August 1991, for HAER

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View Of North Portal Of 1903 Girders, Looking South Along Sixth Street

Photo by Clayton B. Fraser, August 1991, for HAER

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View Of East Web Of 1903 Girders, Looking West

Photo by Clayton B. Fraser, August 1991, for HAER

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View Of West Web Of 1903 Girders, Looking East

Photo by Clayton B. Fraser, August 1991, for HAER

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Underside View Of 1903 Girders, Looking Southwest

Photo by Clayton B. Fraser, August 1991, for HAER

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Detail View Of 1903 Girders On Piers, Showing Pier Pedestal And Cap, Cantilevered Sidewalk And Girder Webs, Looking East

Photo by Clayton B. Fraser, August 1991, for HAER

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Detail View Of Lower Chord Of 1903 Girders, Showing Pier Cap, Cantilevered Sidewalk Brackets, Floor Beams, Lateral Bracing And Underside Of Corrugated Steel Deck. Looking Southeast

Photo by Clayton B. Fraser, August 1991, for HAER

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Detail View Of Upper Chord Of 1903 Girder, Looking Southwest

Photo by Clayton B. Fraser, August 1991, for HAER

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Map 

Vicinity Map

Vicinity map

Map links:

Facts 

Overview
Lost Pratt through truss bridge over Over BNSF Railroad & Valley Street on 6th Street in Burlington
Location
Burlington, Des Moines County, Iowa
Status
Replaced by new bridge
History
Built 1996; Enhanced 1903; Replaced 1993
Builders
- James B. Driver Bridge Co. (1903)
- Lassig Bridge & Iron Works (1886)
Design
"The Sixth Street Viaduct is actually comprised of two separate structures: a pin-connected Pratt truss built over the tracks of the Chicago, Burlington and Quincy Railroad in 1886 and a girder overpass that was built as an approach in 1903-04. Both bridges are technologically significant as rare survivors of their type. The 1886 span is one of only three pinned through trusses remaining in Iowa's urban areas. Similarly, the open-web design of the 1903 girders is the only example of this uncommon configuration known to remain in the state. The viaduct as a whole is historically significant for its role in the development of downtown Burlington and its representation of the sometimes uneasy relationship between the city and the railroad that supported it.

"The new [1886] iron viaduct erected by a railroad construction crew that summer, contrasted sharply with its predecessor. The 235-foot-long structure stretched from Valley Street on the north to Market Street on the south, sloping slightly uphill along its length. The viaduct featured a pin-connected Pratt through truss over the railroad tracks, flanked on both sides by 60-foot and 43-foot plate girder deck approach spans. Fabricated by the Lassig Bridge & Iron Works of Chicago, using members rolled in Pittsburgh by Carnegie, the truss was made up entirely of built-up wrought iron components.

"City Engineer Emmet Steece determined that the steep approach on the viaduct's norht end needed to be reconfigured. Steece had drawn a steel structure comprised of three 36-foot girder spans supported by steel columns on concrete pedestals. With their built-up flanges, through-deck configuration and upper chords radiused continuously to form the end posts, the structures resmbled most girders of the time. What made these girders noteworthy was their patticed webs. Instead of solid plates, which was the industry standards, the webs of Steece's girders were made up of angle sections, riveted into a series of triangles with curved gusset plates - resembling a Vierendeel Warren truss...the Sixth Street Viaduct is the only such open-web girder known to exist in Iowa."

Carl W. McWilliams
Fraserdesign
Loveland, Colorado
January 1992

`

Dimensions
Length of largest span: 235 ft.
Total length: 446 ft.
Deck width: 20 ft.
Approximate latitude, longitude
+40.81667, -91.11111   (decimal degrees)
40°49'00" N, 91°06'40" W   (degrees°minutes'seconds")
Approximate UTM coordinates
15/659302/4520122 (zone/easting/northing)
USGS topographic map
Burlington
Inventory number
BH 37320 (Bridgehunter.com ID)

Categories 

19th Century (2,016)
Built 1886 (57)
Built during 1880s (548)
Burlington, Iowa (3)
Des Moines County, Iowa (23)
Iowa (2,170)
James B. Driver Bridge Co. (1)
Lassig Bridge & Iron Works (2)
Lost (1,696)
Owned by city (1,996)
Pratt truss (1,594)
Replaced by new bridge (765)
Span length 175-250 feet (1,031)
Through truss (5,485)
Total length 250-500 feet (2,170)
Truss (16,167)

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