+40.23781, -89.16870
40°14'16" N, 89°10'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:054305400000000
Old structure number:000054305411000 (from 1992 edition)
Location:1.5 S 3 MI E ATLANTA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:191.6 ft. [58.4 m]
Total length:470.8 ft. [143.5 m]
Roadway width between curbs:29.2 ft. [8.9 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1980
Year reconstructed:2002
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:400 [as of 2011]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:21.3 tons [19.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:56.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$125,000,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201656.4Structurally deficientFairPoorFair400
February 201473.5Not deficientSatisfactoryFairSatisfactory400
January 201290.3Not deficientGoodGoodGood400
February 201090.4Not deficientGoodGoodGood325
February 200890.4Not deficientGoodGoodGood325
January 200690.4Not deficientGoodGoodGood325
January 200490.4Not deficientGoodGoodSatisfactory325
January 200390.3Not deficientGoodGoodSatisfactory400
February 200070.8Structurally deficientGoodGoodPoor400
200070.8Structurally deficientGoodGoodPoor400
March 199897.8Not deficientGoodGoodSatisfactory400
January 199697.8Not deficientGoodGoodSatisfactory300
April 199497.8Not deficientGoodGoodSatisfactory300
January 199397.8Not deficientGoodGoodSatisfactory300
February 199197.8Not deficientGoodGoodGood300