ROOSEVELT RD over I- 90,94 DAN RYAN

Map

Coordinates:
+41.86718, -87.64449
41°52'02" N, 87°38'40" 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:	13.1 ft. `[4.0 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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	21,400 `[as of 2014]`
Truck traffic:	6% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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]`
Sufficiency rating:	62.8
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	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Satisfactory	Satisfactory	Fair	21400	62.8
June 2015	Good	Good	Good	Good	21400	74.3
June 2013	Good	Good	Good	Good	21400	74.3
June 2011	Good	Good	Good	Good	32400	77.0
August 2009	Good	Good	Good	Good	31400	77.1
August 2007	Good	Good	Good	Good	31400	77.1
December 2006	Poor	Good	Poor	Good	31400	48.6
February 2006	Poor	Good	Poor	Good	29400	48.8
February 2005	Poor	Good	Poor	Very Good	29400	48.8
November 2001	Good	Good	Good	Very Good	26300	77.4
June 1999	Good	Good	Good	Very Good	26300	77.4
July 1996	Good	Good	Good	Very Good	12500	80.2
August 1994	Good	Very Good	Very Good	Very Good	12500	95.0
November 1993	Good	Very Good	Very Good	Very Good	12000	95.1
August 1992	Good	Very Good	Very Good	Very Good	12000	95.1
March 1991	Good	Very Good	Very Good	Very Good	12000	95.1

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	1,146	465	681	0	0
Deck
Reinforced Concrete Deck	sq. ft.	16,841	16,605	236	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	86	85	0	1	0
Reinforced Concrete Abutment	linear ft.	174	174	0	0	0
Reinforced Concrete Pier Cap	linear ft.	260	180	30	50	0
Joints
Strip Seal Joint	linear ft.	180	0	180	0	0
Bearings
Elastomeric Bearing	each	24	0	24	0	0
Fixed Bearing	each	12	0	12	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	460	0	454	0	6