ROOSEVELT RD over I- 90,94 DAN RYAN

Map

Coordinates:
+41.86723, -87.64472
41°52'02" N, 87°38'41" W

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

Name:	ROOSEVELT RD over I- 90,94 DAN RYAN
Structure number:	016047800000000
Old structure number:	000016047804165 `(from 1992 edition)`
Location:	0.6 M S I-290
Purpose:	Carries highway overpass over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	81.7 ft. `[24.9 m]`
Total length:	191.0 ft. `[58.2 m]`
Roadway width between curbs:	66.9 ft. `[20.4 m]`
Deck width edge-to-edge:	86.9 ft. `[26.5 m]`
Vertical clearance below bridge:	15.1 ft. `[4.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1961
Year reconstructed:	1986
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:	2
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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	21,400 `[as of 2014]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	95.5 tons `[86.8 metric tons]`
Inventory rating:	57.4 tons `[52.2 metric tons]`
Sufficiency rating:	74.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$3,839,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
June 2015	74.3	Good	Good	Good	Good	FO	21400
June 2013	74.3	Good	Good	Good	Good	FO	21400
June 2011	77.0	Good	Good	Good	Good	FO	32400
August 2009	77.1	Good	Good	Good	Good	FO	31400
August 2007	77.1	Good	Good	Good	Good	FO	31400
December 2006	48.6	Poor	Good	Poor	Good	SD	31400
February 2006	48.8	Poor	Good	Poor	Good	SD	29400
February 2005	48.8	Poor	Good	Poor	Very Good	SD	29400
November 2001	77.4	Good	Good	Good	Very Good	FO	26300
June 1999	77.4	Good	Good	Good	Very Good	FO	26300
July 1996	80.2	Good	Good	Good	Very Good	FO	12500
August 1994	95.0	Good	Very Good	Very Good	Very Good	-	12500
November 1993	95.1	Good	Very Good	Very Good	Very Good	-	12000
August 1992	95.1	Good	Very Good	Very Good	Very Good	-	12000
March 1991	95.1	Good	Very Good	Very Good	Very Good	-	12000