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: Bituminous [6]
Bridge Dimensions
Length: 73.2 m = 240.2 ft
Main Spans: 1 at 36.6 m = 120.1 ft
Approach Spans: 3
Skew: 0
Width, Roadway: 3.7 m = 12.1 ft (1 Lanes) and Out-To-Out: 3.7 m = 12.1 ft for a 5.5 m = 18.0 ft approaching roadway.
Vertical Clearance: 3.1 m = 10.2 ft and Navigational Clearance: 0 = N/A
Location
Unknown [00000]: Cleburne County [029], Alabama [01]
Owned by County Highway Agency [02], DOT District: 4
CR 84 TALLAPOOSA RIVER
Condition
Deck: Serious [3]
Superstructure: Poor [4]
Substructure: Poor [4]
Loading
Design: M 9 / H 10 [1]
Operating: 2.7 metric ton = 3.0 tons (Load Factor(LF) [1])
Inventory: 1.8 metric ton = 2.0 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: Meets minimum tolerable limits to be left in place as is [4]
Waterway: Meets minimum tolerable limits to be left in place as is [4] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: February 2020 [0220] 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: 2.4 km = 1.5 mi
Traffic
ADT: 60 (2010) and Trucks: 0%
Future ADT: 100 (In 2034
)