Bridge Type
Main Span(s): Steel continuous [4] Truss - Thru [10]
Approach Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:
Bridge Dimensions
Length: 393.2 m = 1290.1 ft
Main Spans: 3 at 121.9 m = 400.0 ft
Approach Spans: 11
Skew: 0
Width, Roadway: 7.9 m = 25.9 ft (2 Lanes) and Out-To-Out: 9.4 m = 30.8 ft for a 13.4 m = 44.0 ft approaching roadway.
Vertical Clearance: 4.93 m = 16.2 ft and Navigational Clearance: 11.3 m = 37.1 ft
Location
Unknown [00000]: Choctaw County [023], Alabama [01]
Owned by State Highway Agency [01], DOT District: 8
CHOCTAW * CLARKE COLINE
Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: M 18 / H 20 [4]
Operating: 34.7 metric ton = 38.2 tons (Load Factor(LF) [1])
Inventory: 17 metric ton = 18.7 tons (Load Factor(LF) [1])
Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Basically intolerable requiring high priority of corrrective action [3]
Road Alignment: Better than present minimum criteria [7]
Waterway: Equal to present desirable criteria [8] 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: 13.8 km = 8.6 mi
Traffic
ADT: 2050 (2012) and Trucks: 26%
Future ADT: 2267 (In 2033
)