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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: May 2014 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
May 201468.7Functionally obsoleteVery GoodGoodSatisfactory36900
May 201266.0Functionally obsoleteVery GoodGoodSatisfactory45600
July 201071.9Not deficientVery GoodGoodSatisfactory22800
July 200871.5Not deficientExcellentExcellentSatisfactory24150
September 20072.0Not deficientCriticalCriticalSatisfactory24150
August 20062.0Structurally deficientCriticalPoorSatisfactory24150
March 20062.0Structurally deficientCriticalCriticalSatisfactory26400
July 200457.1Functionally obsoleteSatisfactorySatisfactoryFair26400
November 200257.1Functionally obsoleteSatisfactorySatisfactoryFair26400
August 200157.1Functionally obsoleteSatisfactorySatisfactoryFair26250
July 199957.1Functionally obsoleteSatisfactorySatisfactoryFair26250
August 199761.5Functionally obsoleteSatisfactorySatisfactoryFair14650
October 199674.4Functionally obsoleteSatisfactorySatisfactorySatisfactory14650
August 199474.6Functionally obsoleteGoodGoodSatisfactory14650
December 199374.8Functionally obsoleteGoodGoodSatisfactory14050
June 199274.8Functionally obsoleteGoodGoodSatisfactory14050
April 199174.8Functionally obsoleteGoodGoodSatisfactory14050