Historic Photographs

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Oklahoma

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Roll vicinity

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Pack Saddle Bridge, Spanning South Canadian River, U.S. Route 283, Roll, Roger Mills County, OK



B&W Photos

HB986739
General Setting Across South Canadian River Floodplain

HB986740
General Setting Of Overhead Truss Bridge (left) And Construction Of Replacement Bridge (right) From South Bank Of South Canadian River

HB986741
South End Of Bridge

HB986742
Lateral View Of Typical Truss Section And Piers

HB986743
Detail Of Central Verticals, Upper Chord, And Web Bracing Of Typical Truss

HB986744
Detail Of Upper Vertical And Strut System Of Typical Truss

HB986745
Detail Of Pier And Truss Connections, Bolted And Riveted

HB986746
Detail Of Floor Beams, Stringers, Lateral Bottom Bracings, And Lower Chord

HB986747
Detail Of Floor Beams, Stringers, Lateral Bottom Bracings, And Lower Chord


Data Pages


Photo Caption Pages


Item Title


Location
U.S. Route 283, Roll vicinity, OK

Find maps of Roll, OK


Created/Published
Documentation compiled after 1968.

Notes
Survey number HAER OK-3
Building/structure dates: 1929 initial construction
Building/structure dates: 1962 subsequent work
Building/structure dates: 1982 subsequent work
Significance: The US 283 Pack Saddle Bridge has been determined significant since it is Oklahoma's longest through truss bridge (3,810 feet) and is important in commerce for western Oklahoma.

Subjects
Transportation
Metal Truss Bridges
Vehicular Bridges


Related Names
Saunders, Roger S., Historian


Collection
Historic American Engineering Record (Library of Congress)

Contents
Photograph caption(s): 
1. GENERAL SETTING ACROSS SOUTH CANADIAN RIVER FLOODPLAIN. VIEW TO NORTHWEST
2. GENERAL SETTING OF OVERHEAD TRUSS BRIDGE (LEFT) AND CONSTRUCTION OF REPLACEMENT BRIDGE (RIGHT) FROM SOUTH BANK OF SOUTH CANADIAN RIVER. VIEW TO NORTHWEST
3. SOUTH END OF BRIDGE. VIEW TO NORTHEAST
4. LATERAL VIEW OF TYPICAL TRUSS SECTION AND PIERS. VIEW TO EAST
5. DETAIL OF CENTRAL VERTICALS, UPPER CHORD, AND WEB BRACING OF TYPICAL TRUSS. VIEW TO WEST
6. DETAIL OF UPPER VERTICAL AND STRUT SYSTEM OF TYPICAL TRUSS
7. DETAIL OF PIER AND TRUSS CONNECTIONS, BOLTED AND RIVETED. VIEW TO SOUTHWEST
8. DETAIL OF FLOOR BEAMS, STRINGERS, LATERAL BOTTOM BRACINGS, AND LOWER CHORD. VIEW TO SOUTH
9. DETAIL OF FLOOR BEAMS, STRINGERS, LATERAL BOTTOM BRACINGS, AND LOWER CHORD. VIEW TO NORTH


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