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106TH ST over CALUMET RIVER

Map

Coordinates:
+41.70274, -87.54557
41°42'10" N, 87°32'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:106TH ST over CALUMET RIVER
Structure number:016604300000000
Old structure number:000016604326832 (from 1992 edition)
Location:3228 E 106TH STREET
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:250.7 ft. [76.4 m]
Total length:349.1 ft. [106.4 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1928
Year reconstructed:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Closed Grating [4]
Wearing surface:Other [9]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,800 [as of 2014]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:62.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$956,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorSatisfactoryPoorPoor580062.8
October 2015PoorSatisfactoryPoorPoor580065.8
October 2013PoorSatisfactoryPoorPoor580065.8
October 2011PoorGoodPoorPoor765065.4
November 2009FairGoodSatisfactorySatisfactory765092.9
November 2007FairGoodSatisfactorySatisfactory650093.1
November 2005FairVery GoodSatisfactorySatisfactory1300092.2
October 2003FairVery GoodSatisfactorySatisfactory730993.0
October 2001FairVery GoodSatisfactorySatisfactory730993.0
January 1999FairVery GoodGoodSatisfactory725093.0
July 1995PoorPoorPoorSerious725049.5
June 1993PoorPoorSeriousPoor725049.5
February 1991PoorFairSatisfactorySerious725046.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.59101354560
Steel Stringerlinear ft.1,7631,3222511891
Deck
Reinforced Concrete Decksq. ft.7,4565,6471,734750
Superstructure
Steel Trusslinear ft.1,00248127716480
Steel Floor Beamlinear ft.1,1591,02313312
Steel Gusset Plateeach2001455140
Substructure
Steel Columneach2513750
Reinforced Concrete Pier Walllinear ft.1647426622
Reinforced Concrete Abutmentlinear ft.1241681243
Steel Pier Caplinear ft.37225711500
Reinforced Concrete Pier Caplinear ft.28818721080
Deck
Open Grid Decksq. ft.3,71103,71100
Concrete Filled Grid Decksq. ft.5,05805,05800
Joints
Compression Jointlinear ft.1600806020
Open Jointlinear ft.1861503105
Bearings
Elastomeric Bearingeach3600360
Fixed Bearingeach1600160
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.474047400
Other Material Bridge Raillinear ft.298029620