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