Bridge Type
Main Span(s): Steel [3] Movable - Swing [17]
Approach Span(s): Prestressed concrete [5] Slab [01]
Deck: Concrete Precast Panels [2] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 132.5 m = 434.7 ft
Main Spans: 1 at 58.2 m = 191.0 ft
Approach Spans: 5
Skew: 0
Width, Roadway: 5.5 m = 18.0 ft (2 Lanes) and Out-To-Out: 5.8 m = 19.0 ft for a 5.5 m = 18.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 2.7 m = 8.9 ft
Location
Unknown [00000]: Hendry County [051], Florida [12]
Owned by County Highway Agency [02], DOT District: 1
2.5MI NORTH OF SR 80
Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: M 18 / H 20 [4]
Operating: 6.6 metric ton = 7.3 tons (Load Factor(LF) [1])
Inventory: 4 metric ton = 4.4 tons (Load Factor(LF) [1])
Appraisal
Structural: Basically intolerable requiring high priority of corrrective action [3]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Better than present minimum criteria [7] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: May 1999 [599] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 2.1 km = 1.3 mi
Traffic
ADT: 1000 (2020) and Trucks: 15%
Future ADT: 1250 (In 2040
)