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PULASKI RD NB over RR - BRC

Map 

Coordinates:
+41.76198, -87.72226
41°45'43" N, 87°43'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PULASKI RD NB over RR - BRC
Structure number:016102000000000
Old structure number:000016102026393 (from 1992 edition)
Location:0.2 M S 71ST ST
Purpose:Carries highway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:60.0 ft. [18.3 m]
Total length:326.1 ft. [99.4 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance below bridge:24.6 ft. [7.5 m]
Owner:State Highway Agency [01]
Year built:1944
Year reconstructed:2008
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:7
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:36,900 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:75.2 tons [68.4 metric tons]
Inventory rating:45.2 tons [41.1 metric tons]
Sufficiency rating:68.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,265,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201668.7FairVery GoodGoodSatisfactory-36900
May 201468.7FairVery GoodGoodSatisfactoryFO36900
May 201266.0FairVery GoodGoodSatisfactoryFO45600
July 201071.9FairVery GoodGoodSatisfactory-22800
July 200871.5FairExcellentExcellentSatisfactory-24150
September 20072.0PoorCriticalCriticalSatisfactory-24150
August 20062.0PoorCriticalPoorSatisfactorySD24150
March 20062.0PoorCriticalCriticalSatisfactorySD26400
July 200457.1FairSatisfactorySatisfactoryFairFO26400
November 200257.1FairSatisfactorySatisfactoryFairFO26400
August 200157.1FairSatisfactorySatisfactoryFairFO26250
July 199957.1FairSatisfactorySatisfactoryFairFO26250
August 199761.5FairSatisfactorySatisfactoryFairFO14650
October 199674.4FairSatisfactorySatisfactorySatisfactoryFO14650
August 199474.6FairGoodGoodSatisfactoryFO14650
December 199374.8FairGoodGoodSatisfactoryFO14050
June 199274.8FairGoodGoodSatisfactoryFO14050
April 199174.8FairGoodGoodSatisfactoryFO14050