Share:

WB US 150 over ILL RIVER & CRI&P RR

Map

Coordinates:
+40.72249, -89.55385
40°43'21" N, 89°33'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WB US 150 over ILL RIVER & CRI&P RR
Structure number:090011500000000
Old structure number:000090011505461 (from 1992 edition)
Location:IN PEORIA
Purpose:Carries highway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:626.0 ft. [190.8 m]
Total length:4745.3 ft. [1446.3 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:1982
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]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:38,200 [as of 2017]
Truck traffic:3% 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:Better than present minimum criteria [7]
Underclearances appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:73.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactoryFairSatisfactory3820073.9
April 2015FairSatisfactoryFairSatisfactory3990073.7
April 2013FairSatisfactoryFairSatisfactory4140073.5
April 2011FairSatisfactorySatisfactorySatisfactory2105089.0
April 2009FairSatisfactorySatisfactoryGood2000089.0
April 2007FairSatisfactorySatisfactoryGood2015089.0
March 2005FairSatisfactorySatisfactoryGood2020089.0
July 2003FairGoodSatisfactoryGood2020089.0
May 2001FairGoodSatisfactoryFair1830077.9
May 1999FairGoodSatisfactoryGood1960089.0
July 1997FairGoodSatisfactoryGood1970089.0
September 1996PoorGoodPoorGood1630061.8
December 1994FairGoodSatisfactoryGood1905086.5
March 1993FairGoodSatisfactoryGood1895086.5
March 1991GoodVery GoodVery GoodVery Good1895088.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.645530101050
Steel Girder/Beamlinear ft.24,71421,9271,4861,3010
Steel Stringerlinear ft.3,7563,45829008
Deck
Reinforced Concrete Decksq. ft.208,462129,78157,56716,6584,456
Superstructure
Steel Trusslinear ft.2,5041,778707190
Steel Floor Beamlinear ft.1,8371,7953930
Steel Pin or Pin & Hangar Assemblyeach40400
Steel Gusset Plateeach43221621600
Substructure
Reinforced Concrete Columneach92801002
Reinforced Concrete Pier Walllinear ft.1,0511,046230
Reinforced Concrete Abutmentlinear ft.843340110
Reinforced Concrete Pier Caplinear ft.1,1352167271920
Joints
Strip Seal Jointlinear ft.46940339270
Assembly with Sealeach41212000
Assembly without Seal Jointlinear ft.237234030
Bearings
Elastomeric Bearingeach2121000
Movable Bearingeach6161000
Fixed Bearingeach3827830
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9,4834,9574,52600