Bridge Type
Main Span(s): Steel [3] Truss - Thru [10]
Approach Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Deck: Corrugated Steel [6] with Wearing Surface: Gravel [8]
Bridge Dimensions
Length: 76.2 m = 250.0 ft
Main Spans: 1 at 38.1 m = 125.0 ft
Approach Spans: 2
Skew: 0
Width, Roadway: 4.7 m = 15.4 ft (1 Lanes) and Out-To-Out: 4.9 m = 16.1 ft for a 5.5 m = 18.0 ft approaching roadway.
Vertical Clearance: 5.73 m = 18.8 ft and Navigational Clearance: 0 = N/A
Location
Unknown [00000]: Thayer County [169], Nebraska [31]
Owned by County Highway Agency [02], DOT District: 4
1.8W 5.3N DESHLER
Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design:
Operating: 15 metric ton = 16.5 tons (Load Factor(LF) [1])
Inventory: 9 metric ton = 9.9 tons (Load Factor(LF) [1])
Appraisal
Structural: Basically intolerable requiring high priority of replacement [2]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Meets minimum tolerable limits to be left in place as is [4]
Waterway: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: August 1999 [899] and Frequency: 24
Future Work
Work Needed: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Bridge Detour: 6 km = 3.7 mi
Traffic
ADT: 10 (2011) and Trucks: 0%
Future ADT: 27 (In 2033
)
