SR 184 over RELIEF


+31.67566, -88.66686
31°40'32" N, 88°40'01" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 184 over RELIEF
Structure number:210008407717860
Location:1.2 MI W SR 63
Purpose:Carries highway over relief for waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:225.1 ft. [68.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:9
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:6,000 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:45.7 tons [41.5 metric tons]
Inventory rating:27.3 tons [24.8 metric tons]
Sufficiency rating:58.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$999,999,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201658.7FairFairFairSatisfactoryFO6000
September 201559.7FairSatisfactoryFairGoodFO6000
September 201458.7FairFairFairSatisfactoryFO6000
September 201358.4PoorPoorFairSatisfactorySD6000
September 201158.0PoorPoorFairSatisfactorySD7100
September 200960.3PoorPoorFairSatisfactorySD7100
September 200765.7FairFairFairSatisfactoryFO6900
February 200665.4FairFairFairSatisfactoryFO7800
February 200467.3FairFairFairSatisfactoryFO2700
February 200269.9FairFairFairSatisfactory-1000
February 200050.2FairFairFairSatisfactoryFO6790
March 199847.2FairFairFairSatisfactoryFO6790
April 199747.2FairFairFairSatisfactoryFO6790
April 199644.9FairFairFairSatisfactoryFO6790
April 199546.5FairFairFairSatisfactoryFO6790
April 199446.5FairFairFairSatisfactoryFO6790
November 199147.5FairSatisfactoryFairSatisfactoryFO6790
September 199041.6FairSatisfactoryFairSatisfactoryFO6790

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.90077201280
Steel Protective Coatingsq. ft.5,002005,0020
Reinforced Concrete Decksq. ft.5,9634,4721,49100
Wearing Surfacessq. ft.5,6934,5001,19300
Reinforced Concrete Columneach1616000
Reinforced Concrete Abutmentlinear ft.9191000
Reinforced Concrete Pier Caplinear ft.184184000
Open Jointlinear ft.240240000
Movable Bearingeach4000400
Fixed Bearingeach3200320
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.450450000