+30.25139, -83.70083
30°15'05" N, 83°42'03" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-19 SB (SR-20) over ECONFINA RIVER
Structure number:380031
Location:12.7 MI. N. OF PERRY
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:15.1 ft. [4.6 m]
Total length:254.9 ft. [77.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:State Highway Agency [01]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:17
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,300 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.8 tons [44.4 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:77.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$515,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201777.3FairGoodGoodSatisfactoryFO2300
January 201577.4FairGoodGoodSatisfactoryFO2000
January 201377.3FairGoodGoodSatisfactoryFO2550
January 201177.3FairGoodGoodSatisfactoryFO2700
January 200977.3FairGoodGoodSatisfactoryFO2500
January 200778.3FairGoodGoodSatisfactoryFO2600
January 200578.4FairGoodGoodSatisfactoryFO2700
January 200375.9FairGoodGoodSatisfactoryFO2950
January 200175.9GoodGoodGoodGoodFO2900
February 199978.5GoodGoodGoodGoodFO2300
February 199770.5GoodGoodGoodGoodFO2900
February 199578.1GoodGoodGoodGoodFO2650
February 199372.1GoodGoodGoodGoodFO2600
April 199173.1Good-GoodGoodFO2648

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Abutmentlinear ft.6868000
Prestressed Concrete Pileeach6400640
Reinforced Concrete Pier Caplinear ft.5384588000
Pourable Jointlinear ft.607607000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.510510000
Steel Protective Coatingsq. ft.1,0001,000000
Reinforced Concrete Bridge Raillinear ft.510510000
Reinforced Concrete Slabsq. ft.8,6678,23443300
Wearing Surfacessq. ft.8,6678,23443300