Bridge Type
Main Span(s): Steel [3] Truss - Thru [10]
Approach Span(s): Steel continuous [4] Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]
Bridge Dimensions
Length: 111.3 m = 365.2 ft
Main Spans: 1 at 46.9 m = 153.9 ft
Approach Spans: 4
Skew: 0
Width, Roadway: 2.5 m = 8.2 ft (1 Lanes) and Out-To-Out: 2.7 m = 8.9 ft for a 3.7 m = 12.1 ft approaching roadway.
Vertical Clearance: 6.08 m = 19.9 ft and Navigational Clearance: 0 = N/A
Location
Unknown [00000]: Van Buren County [141], Arkansas [05]
Owned by County Highway Agency [02], DOT District: 8
NW City Limits of Shirley
Condition
Deck: Fair [5]
Superstructure: Poor [4]
Substructure: Poor [4]
Loading
Design:
Operating: 17.2 metric ton = 18.9 tons (Load Factor(LF) [1])
Inventory: 10 metric ton = 11.0 tons (Load Factor(LF) [1])
Appraisal
Structural: Basically intolerable requiring high priority of replacement [2]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Basically intolerable requiring high priority of corrrective action [3]
Waterway: Better than present minimum criteria [7] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: April 2020 [0420] 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: 20 km = 12.4 mi
Traffic
ADT: 78 (2018) and Trucks: 1%
Future ADT: 41 (In 2007
)
