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130TH ST over LITTLE CALUMET RIVER

Map

Coordinates:
+41.65919, -87.57292
41°39'33" N, 87°34'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:130TH ST over LITTLE CALUMET RIVER
Structure number:016608900000000
Old structure number:000016608919807 (from 1992 edition)
Location:13000 S. & 2050 E
Purpose:Carries highway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:229.0 ft. [69.8 m]
Total length:377.0 ft. [114.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1949
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:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:16,600 [as of 2014]
Truck traffic:20% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 but re-evaluation of design suggested [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:47.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,144,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorPoorFairPoor1660047.0
October 2015PoorFairFairPoor1660049.0
October 2013PoorFairSatisfactoryPoor1660049.0
October 2011PoorFairSatisfactoryPoor2010049.0
November 2009FairSatisfactorySatisfactoryFair1960063.0
November 2007FairGoodSatisfactorySatisfactory1960074.0
December 2005FairGoodSatisfactorySatisfactory1960074.0
October 2003FairGoodSatisfactorySatisfactory2000074.0
October 2001FairGoodSatisfactorySatisfactory2090074.0
September 1999FairGoodSatisfactorySatisfactory2090074.0
July 1997FairGoodSatisfactorySatisfactory2090074.0
July 1995FairSatisfactorySatisfactorySatisfactory1330074.0
June 1993FairSatisfactorySatisfactorySatisfactory1330076.0
April 1991GoodGoodGoodGood1330074.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.8887998900
Steel Stringerlinear ft.1,3741,30451136
Deck
Reinforced Concrete Decksq. ft.25,63613,1016,6355,500400
Superstructure
Steel Trusslinear ft.9168665000
Steel Floor Beamlinear ft.1,17499916690
Steel Gusset Plateeach100901000
Substructure
Reinforced Concrete Columneach1401121
Reinforced Concrete Pier Walllinear ft.13529482533
Reinforced Concrete Abutmentlinear ft.136131500
Reinforced Concrete Pier Caplinear ft.27116088230
Joints
Open Jointlinear ft.88018700
Assembly without Seal Jointlinear ft.8888000
Bearings
Movable Bearingeach60240
Fixed Bearingeach60600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.75466975010