This historic deck girder and steel stringer bridge was constructed using a span originally fabricated in 1879

Ralston, Douglas County, Nebraska

Owner: BNSF Railway

Status: In Use

Built 1903 using a secondhand span fabricated 1879

by

Kellogg and Maurice of Athens, Pennsylvania

for

Chicago, Burlington & Quincy Railroad

Design:
25' deck plate girder, 30' steel stringer and concrete slab

Description:
Deck girder and steel stringer bridge over 60th Street

Significance:

This deck plate girder bridge is the middle of three parallel bridges over 7th Street

Omaha, Douglas County, Nebraska

Owner: Union Pacific Railroad

Status: In Use

Built 1890

by

Lassig Bridge & Iron Works of Chicago

for

Union Pacific Railroad

Design:
2-26', 2-12' deck plate girders

Description:
Deck plate girder bridge over 7th Street

Significance:

This through and deck plate girder bridge crosses Dahlman Avenue and a Union Pacific Railroad line

Omaha, Douglas County, Nebraska

Owner: BNSF Railway

Status: In Use

Built 1893

by

Shiffler Bridge Company of Pittsburgh, Pennsylvania

for

Chicago, Burlington & Quincy Railroad

Design:
76' through plate girder and five span deck plate girder

Description:
Through and deck plate girder bridge over Dahlman Avenue and Union Pacific Railroad

Significance:

This Warren pony truss bridge crosses the former Missouri Pacific Railroad south of Interstate 80

Omaha, Douglas County, Nebraska

Owner: Union Pacific Railroad

Status: In Use

Built 1907

by

American Bridge Company of New York and Kilpatrick Brothers of Beatrice, Nebraska

for

Union Pacific Railroad

Design:
107' Warren pony truss and 2-80' through plate girders

Description:
Warren pony truss bridge over Union Pacific Railroad (former Missouri Pacific Railroad)

Significance:

This deck plate girder viaduct crosses Big Papillion Creek south of Interstate 80

Omaha, Douglas County, Nebraska

Owner: Union Pacific Railroad

Status: In Use

Built 1907

by

American Bridge Company of New York and Kilpatrick Brothers of Beatrice, Nebraska

for

Union Pacific Railroad

Design:
7 span deck plate girder viaduct

Description:
Deck plate girder viaduct over Big Papillion Creek

Significance:

This large Baltimore through truss bridge crosses the Union Pacific Railroad south of Interstate 80

Omaha, Douglas County, Nebraska

Owner: BNSF Railway

Status: In Use

Built 1904

by

Unknown

for

Chicago, Burlington & Quincy Railroad

Design:
3-108' Baltimore through trusses and 2-16' steel stringers

Description:
Baltimore through truss bridge over Union Pacific Railroad

Significance:

This concrete arch bridge crosses 50th Street south of Interstate 80 in Omaha

Omaha, Douglas County, Nebraska

Owner: Union Pacific Railroad

Status: In Use

Built 1906

by

Kilpatrick Brothers of Beatrice, Nebraska and

for

Union Pacific Railroad

Design:
30' concrete arch

Description:
Concrete arch bridge over 50th Street

Significance:

This deck plate girder bridge is the southern of two parallel bridges over 14th Street

Omaha, Douglas County, Nebraska

Owner: Union Pacific Railroad

Status: In Use

Built 1897

by

Unknown

for

Union Pacific Railroad

Design:
2-48' deck plate girders

Description:
Deck plate girder bridge over 14th Street

Significance:

This through and deck plate girder bridge crosses the Ralston Trail (former Missouri Pacific Railroad) in Ralston

Ralston, Douglas County, Nebraska

Owner: BNSF Railway

Status: In Use

Built 1904

by

McClintic-Marshall Construction Company of Pittsburgh, Pennsylvania

for

Chicago, Burlington & Quincy Railroad

Design:
61' through plate girder, 48' and 52' deck plate girders

Description:
Through and deck plate girder bridge over Ralston Trail (former Missouri Pacific Railroad)

Significance:

This dual through truss swing bridge is the only one like it in the United States

Omaha, Douglas County, Nebraska to Council Bluffs, Pottawattamie County, Iowa

Owner: Canadian National Railway

Status: Closed to all Traffic

Built 1893 and 1903

by

Phoenix Bridge Company of Phoenixville, Pennsylvania and American Bridge Company of New York

for

Omaha Bridge & Terminal Railway

Design:
2-520' through truss swing spans and 9-60' through plate girder

Description:
Dual through truss swing bridge over Missouri River

Significance: