Share:

FAP-877 (ILL-141) over WABASH RIVER

Map

Coordinates:
+37.94378, -88.04013
37°56'38" N, 88°02'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP-877 (ILL-141) over WABASH RIVER
Structure number:097990000000000
Old structure number:000097990021276 (from 1992 edition)
Location:4.5 MI NE NEW HAVEN
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:426.9 ft. [130.1 m]
Total length:2399.7 ft. [731.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Vertical clearance below bridge:62.3 ft. [19.0 m]
Owner:Private (other than railroad) [26]
Year built:1956
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:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2079

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,800 [as of 1991]
Truck traffic:12% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Scour calculation/evaluation has not been made. [6]
Sufficiency rating:57.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$10,455,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2079FairFairGoodGood280057.6
October 2018FairGoodFairSatisfactory460046.6
October 2010GoodGoodGoodGood355060.6
September 2009FairSatisfactoryGoodGood335060.6
September 2006FairSatisfactoryGoodGood415060.6
November 1995FairSatisfactorySatisfactorySatisfactory345060.6
March 1992FairGoodSatisfactorySatisfactory290060.6