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US 41 DR/I-69 EB over EAGLE CREEK

Map

Coordinates:
+37.94000, -87.54500
37°56'24" N, 87°32'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 41 DR/I-69 EB over EAGLE CREEK
Structure number:070050
Location:00.40 S I-164
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:89.9 ft. [27.4 m]
Total length:1268.1 ft. [386.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:State Highway Agency [01]
Year built:1988
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:15
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,307 [as of 2004]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Operating rating:67.9 tons [61.7 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:97.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201697.5GoodGoodVery GoodVery Good-5307
May 201497.5GoodGoodVery GoodVery Good-5307
May 201299.5GoodGoodVery GoodVery Good-5307
May 201097.5GoodGoodVery GoodVery Good-5307
May 200897.5GoodVery GoodVery GoodVery Good-5307
May 200697.8GoodVery GoodVery GoodVery Good-5307
May 200497.8GoodVery GoodVery GoodVery Good-5307
June 200297.8GoodVery GoodVery GoodVery Good-5203
March 200099.7GoodVery GoodVery GoodVery Good-3252
March 199899.7GoodVery GoodVery GoodVery Good-3252
April 199699.7GoodVery GoodVery GoodVery Good-3252
April 1994100.0GoodExcellentExcellentExcellent-100
June 1992100.0GoodExcellentExcellentExcellent-100
August 1990100.0GoodExcellentExcellentExcellent-100