This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.


+33.86753, -84.45377
33°52'03" N, 84°27'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:000000012100150
Location:IN N FULTON
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:89.9 ft. [27.4 m]
Total length:515.1 ft. [157.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:49.2 ft. [15.0 m]
Owner:State Highway Agency [01]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:10
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,730 [as of 2012]
Truck traffic:1% 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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:46.5 tons [42.3 metric tons]
Inventory rating:27.7 tons [25.2 metric tons]
Sufficiency rating:47.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,665,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201547.9FairFairFairSatisfactoryFO17730
July 201347.9FairFairFairSatisfactoryFO17730
July 201149.2FairFairFairSatisfactoryFO20170
July 200947.7FairFairFairSatisfactoryFO22660
July 200747.1FairFairFairSatisfactoryFO18860
July 200547.7FairFairFairSatisfactoryFO24850
July 200347.7FairFairFairGoodFO38700
July 200151.0FairFairFairGoodFO39600
September 199951.0FairFairFairGoodFO31800
October 199638.0PoorFairPoorGoodSD30700
December 199438.0PoorFairPoorGoodSD30700
June 199237.2PoorFairPoorGoodSD29650
June 199037.2PoorFairPoorGoodSD29650