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US 67 / IL 100 over ILLINOIS RIVER

Map

Coordinates:
+40.01491, -90.44665
40°00'54" N, 90°26'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 67 / IL 100 over ILLINOIS RIVER
Structure number:009000100000000
Old structure number:000009000101961 (from 1992 edition)
Location:W EDGE BEARDSTOWN
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:540.1 ft. [164.6 m]
Total length:3624.2 ft. [1104.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:49.2 ft. [15.0 m]
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:1985
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:5
Main spans material:Steel continuous [4]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,050 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:47.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$21,584,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairSatisfactoryFairSatisfactory605047.7
August 2015PoorSatisfactoryPoorSatisfactory635036.8
July 2014PoorSatisfactoryCriticalSatisfactory63509.0
July 2013PoorSatisfactoryPoorSatisfactory635040.3
July 2012PoorSatisfactoryPoorFair630040.2
July 2011PoorSatisfactoryPoorFair630040.2
June 2010PoorSatisfactoryPoorFair650040.2
July 2009PoorSatisfactoryPoorFair650040.2
June 2007FairGoodFairFair680051.1
June 2005FairVery GoodFairFair660051.1
May 2003FairVery GoodFairSatisfactory670051.1
May 2001FairVery GoodFairSatisfactory670051.1
May 2000PoorVery GoodPoorFair850040.2
June 1999PoorVery GoodPoorFair850040.2
June 1998PoorGoodPoorSatisfactory670040.2
June 1997PoorGoodPoorSatisfactory670040.2
July 1996PoorVery GoodPoorFair620040.2
February 1996FairGoodSatisfactorySatisfactory620062.1
February 1994GoodVery GoodGoodGood690060.1
March 1992GoodVery GoodGoodGood600060.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.18,72418,009693220
Steel Stringerlinear ft.4,5603,169141880370
Deck
Reinforced Concrete Decksq. ft.108,71891,80016,2206980
Superstructure
Steel Trusslinear ft.2,1601,713410325
Steel Floor Beamlinear ft.1,1401,04971137
Steel Gusset Plateeach6202622424292
Substructure
Reinforced Concrete Columneach4845300
Reinforced Concrete Pier Walllinear ft.5565282251
Reinforced Concrete Abutmentlinear ft.6051900
Reinforced Concrete Pier Caplinear ft.59151032490
Joints
Strip Seal Jointlinear ft.6055500
Pourable Jointlinear ft.72029342700
Assembly with Sealeach9090000
Bearings
Elastomeric Bearingeach4027841
Movable Bearingeach1281878320
Enclosed/Concealed Bearingeach22000
Fixed Bearingeach28141040
Pot Bearingeach84400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7,2397,239000