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WAYNESVILLE ROAD over KICKAPOO CREEK

Map 

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

Facts 

Name:WAYNESVILLE ROAD over KICKAPOO CREEK
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:69.9 ft. [21.3 m]
Total length:472.1 ft. [143.9 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:29.9 ft. [9.1 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 continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2016 

Good/Fair/Poor Condition:Poor
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]
Sufficiency rating:56.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$125,000,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201656.4PoorFairPoorFairSD400
February 201473.5FairSatisfactoryFairSatisfactory-400
January 201290.3GoodGoodGoodGood-400
February 201090.4GoodGoodGoodGood-325
February 200890.4GoodGoodGoodGood-325
January 200690.4GoodGoodGoodGood-325
January 200490.4FairGoodGoodSatisfactory-325
January 200390.3FairGoodGoodSatisfactory-400
February 200070.8PoorGoodGoodPoorSD400
200070.8PoorGoodGoodPoorSD400
March 199897.8FairGoodGoodSatisfactory-400
January 199697.8FairGoodGoodSatisfactory-300
April 199497.8FairGoodGoodSatisfactory-300
January 199397.8FairGoodGoodSatisfactory-300
February 199197.8GoodGoodGoodGood-300