Bridge Type
Main Span(s): Steel [3] Truss - Thru [10]
Approach Span(s): Steel [3] Truss - Thru [10]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]
Bridge Dimensions
Length: 305.3 m = 1001.7 ft
Main Spans: 1 at 121.9 m = 400.0 ft
Approach Spans: 3
Skew: 0
Width, Roadway: 6.1 m = 20.0 ft (2 Lanes) and Out-To-Out: 6.6 m = 21.7 ft for a 3.7 m = 12.1 ft approaching roadway.
Vertical Clearance: 5.44 m = 17.8 ft and Navigational Clearance: 0 = N/A
Location
Unknown [00000]: Fayette County [019], West Virginia [54]
Owned by State Highway Agency [01], DOT District: 9
0.01 Miles S. of US 60
Condition
Deck: Poor [4]
Superstructure:
Substructure: Serious [3]
Loading
Design: M 13.5 / H 15 [2]
Operating: 0 metric ton = 0.0 tons (Load Factor(LF) [1])
Inventory: 0 metric ton = 0.0 tons (Load Factor(LF) [1])
Appraisal
Structural:
Deck Geometry: Basically intolerable requiring high priority of corrrective action [3]
Road Alignment: Basically intolerable requiring high priority of corrrective action [3]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: October 1999 [1099] 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: 2.9 km = 1.8 mi
Traffic
ADT: 700 (2018) and Trucks: 6%
Future ADT: 854 (In 2038
)