PULASKI RD over I-290 IKE & CTA

Map

Coordinates:
+41.87400, -87.72530
41°52'26" N, 87°43'31" W

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

Name:	PULASKI RD over I-290 IKE & CTA
Structure number:	016073800000000
Old structure number:	000016073804368 `(from 1992 edition)`
Location:	2.7 M W US 34
Purpose:	Carries highway over highway and railroad
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	66.9 ft. `[20.4 m]`
Total length:	204.1 ft. `[62.2 m]`
Roadway width between curbs:	50.9 ft. `[15.5 m]`
Deck width edge-to-edge:	67.9 ft. `[20.7 m]`
Vertical clearance below bridge:	13.8 ft. `[4.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1953
Year reconstructed:	1991
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]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	17,400 `[as of 2010]`
Truck traffic:	13% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 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 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:	72.7 tons `[66.1 metric tons]`
Inventory rating:	38.2 tons `[34.7 metric tons]`
Sufficiency rating:	75.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$3,207,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
August 2016	75.0	Fair	Good	Satisfactory	Satisfactory	FO	17400
September 2014	75.0	Fair	Good	Satisfactory	Satisfactory	FO	17400
September 2012	57.0	Fair	Good	Satisfactory	Satisfactory	FO	17400
September 2010	77.0	Fair	Good	Satisfactory	Satisfactory	FO	17400
October 2008	77.0	Fair	Good	Satisfactory	Good	FO	18100
October 2006	77.0	Fair	Good	Satisfactory	Good	FO	18100
February 2005	77.0	Fair	Good	Satisfactory	Good	FO	26200
June 2003	77.0	Fair	Good	Satisfactory	Good	FO	26200
November 2001	77.0	Good	Good	Good	Good	FO	26200
March 2000	77.0	Fair	Good	Satisfactory	Good	FO	26200
April 1998	77.0	Fair	Very Good	Satisfactory	Very Good	-	26200
August 1997	77.0	Fair	Very Good	Satisfactory	Very Good	-	15200
October 1996	77.0	Good	Very Good	Good	Very Good	-	15200
August 1994	77.0	Good	Very Good	Good	Very Good	-	15200
November 1993	77.0	Good	Very Good	Good	Very Good	-	27800
April 1992	77.0	Good	Excellent	Good	Very Good	-	27800
September 1991	77.0	Good	Excellent	Good	Very Good	-	27800