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PULASKI RD NB over RR - BRC

Map

Coordinates:
+41.76198, -87.72226
41°45'43" N, 87°43'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.3,7623,762000
Deck
Reinforced Concrete Decksq. ft.10,88010,7889200
Substructure
Reinforced Concrete Columneach2121000
Reinforced Concrete Pier Walllinear ft.250249100
Reinforced Concrete Abutmentlinear ft.7067300
Reinforced Concrete Pier Caplinear ft.320319010
Joints
Strip Seal Jointlinear ft.324032400
Compression Jointlinear ft.324032400
Open Jointlinear ft.2602600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.320032000