+37.98444, -87.58972
37°59'04" N, 87°35'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:8200002
Location:00.20 W OF 7TH AVE
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:71.9 ft. [21.9 m]
Total length:911.8 ft. [277.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:County Highway Agency [02]
Year built:1955
Year reconstructed:1993
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:12
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: October 2016 

Status:Open, no restriction [A]
Average daily traffic:8,347 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 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]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:66.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,600,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201666.7Functionally obsoleteGoodGoodFair8347
November 201466.2Functionally obsoleteGoodGoodFair11875
November 201264.2Functionally obsoleteGoodGoodFair11875
February 201164.2Functionally obsoleteGoodGoodFair11875
November 200854.3Functionally obsoleteGoodVery GoodFair11875
December 200654.3Functionally obsoleteVery GoodVery GoodFair11527
October 200465.0Functionally obsoleteVery GoodVery GoodFair14000
September 200265.0Functionally obsoleteVery GoodVery GoodFair14000
March 200065.0Not deficientVery GoodVery GoodFair14000
July 199879.5Not deficientVery GoodVery GoodGood12700
December 199579.8Not deficientVery GoodVery GoodGood12700
December 199379.8Not deficientExcellentVery GoodGood12700
May 199146.5Structurally deficientSeriousPoorPoor13400
April 198949.3Structurally deficientPoorPoorPoor9600