Share:

PULASKI RD NB over RR - BRC

Map

Coordinates:
+41.76234, -87.72227
41°45'44" 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:23.0 ft. [7.0 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]
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairVery GoodGoodSatisfactory3690068.7
May 2014FairVery GoodGoodSatisfactory3690068.7
May 2012FairVery GoodGoodSatisfactory4560066.0
July 2010FairVery GoodGoodSatisfactory2280071.9
July 2008FairExcellentExcellentSatisfactory2415071.5
September 2007PoorCriticalCriticalSatisfactory241502.0
August 2006PoorCriticalPoorSatisfactory241502.0
March 2006PoorCriticalCriticalSatisfactory264002.0
July 2004FairSatisfactorySatisfactoryFair2640057.1
November 2002FairSatisfactorySatisfactoryFair2640057.1
August 2001FairSatisfactorySatisfactoryFair2625057.1
July 1999FairSatisfactorySatisfactoryFair2625057.1
August 1997FairSatisfactorySatisfactoryFair1465061.5
October 1996FairSatisfactorySatisfactorySatisfactory1465074.4
August 1994FairGoodGoodSatisfactory1465074.6
December 1993FairGoodGoodSatisfactory1405074.8
June 1992FairGoodGoodSatisfactory1405074.8
April 1991FairGoodGoodSatisfactory1405074.8

Element Data

Source: National Bridge Elements dataset, 2018 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.250250000
Reinforced Concrete Abutmentlinear ft.7066400
Reinforced Concrete Pier Caplinear ft.320320000
Joints
Strip Seal Jointlinear ft.324032400
Compression Jointlinear ft.324032400
Open Jointlinear ft.2602600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.320032000