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SACRAMENTO BLVD over I-290 IKE & CTA

Map

Coordinates:
+41.87532, -87.70102
41°52'31" N, 87°42'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SACRAMENTO BLVD over I-290 IKE & CTA
Structure number:016075400000000
Old structure number:000016075404378 (from 1992 edition)
Location:1.4 M W US 34
Purpose:Carries highway overpass over highway and railroad
Route classification:Collector (Urban) [17]
Length of largest span:73.2 ft. [22.3 m]
Total length:213.6 ft. [65.1 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:69.6 ft. [21.2 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:1984
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:11,300 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:61.3 tons [55.7 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:61.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,987,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201661.0PoorPoorSatisfactoryFairSD11300
October 201461.0PoorPoorSatisfactoryFairSD11300
November 201263.0PoorPoorSatisfactoryFairSD13000
December 201077.0FairSatisfactoryGoodSatisfactoryFO13000
December 200877.0FairSatisfactoryGoodSatisfactoryFO17000
December 200677.0FairSatisfactoryGoodSatisfactoryFO17000
May 200577.0FairSatisfactoryGoodSatisfactoryFO16000
June 200377.0FairSatisfactoryGoodSatisfactoryFO16000
November 200177.0FairSatisfactorySatisfactorySatisfactoryFO17609
March 200077.0FairSatisfactorySatisfactorySatisfactoryFO17600
April 199877.0FairSatisfactorySatisfactorySatisfactoryFO17600
September 199779.0FairGoodGoodSatisfactoryFO17600
October 199679.0GoodGoodGoodGoodFO17600
January 199579.0GoodGoodGoodGoodFO17600
April 199479.0GoodGoodGoodGoodFO17600
February 199377.0GoodGoodGoodGoodFO12500
April 199266.0FairGoodFairVery Good-12500
October 199166.0FairGoodFairVery Good-12500