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I- 90,94 SEB &RV J over KIMBALL AVE

Cook County, Illinois

Map

Coordinates:
+41.94096, -87.71088
41°56'27" N, 87°42'39" W

Facts

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

Name:	I- 90,94 SEB &RV J over KIMBALL AVE
Structure number:	016012000000000
Old structure number:	000016012003818 `(from 1992 edition)`
Location:	1.3 M SE IL 19
Purpose:	Carries highway overpass over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	88.9 ft. `[27.1 m]`
Total length:	218.5 ft. `[66.6 m]`
Roadway width between curbs:	86.0 ft. `[26.2 m]`
Deck width edge-to-edge:	123.4 ft. `[37.6 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1958
Year reconstructed:	1993
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[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]`

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	133,200 `[as of 2016]`
Truck traffic:	5% of total traffic
Deck condition:	Fair `[5 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	84.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Fair	Fair	Good	Good	133200	84.0
April 2015	Fair	Fair	Good	Good	133050	84.0
April 2013	Fair	Fair	Good	Good	128350	84.0
April 2011	Fair	Fair	Good	Good	147250	86.0
May 2009	Fair	Satisfactory	Good	Good	143900	87.0
July 2007	Fair	Satisfactory	Good	Good	131950	87.0
August 2005	Good	Good	Good	Good	135050	87.0
October 2004	Good	Good	Good	Good	135350	87.0
July 2003	Good	Good	Good	Good	134550	87.0
May 2002	Good	Good	Good	Good	131550	87.0
July 2000	Good	Good	Very Good	Very Good	136100	87.0
February 1999	Good	Good	Very Good	Very Good	135350	87.0
October 1997	Good	Good	Very Good	Very Good	133100	87.0
October 1996	Good	Very Good	Good	Very Good	129300	87.0
October 1994	Good	Very Good	Good	Very Good	102250	88.0
December 1993	Good	Excellent	Good	Very Good	123500	88.0
December 1992	Poor	Poor	Fair	Fair	123800	72.0
December 1991	Poor	Poor	Fair	Fair	123800	72.0

Element Data

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.	2,761	2,751	10	0	0
Deck
Reinforced Concrete Deck	sq. ft.	26,497	13,317	12,680	0	500
Substructure
Reinforced Concrete Column	each	25	25	0	0	0
Reinforced Concrete Pier Wall	linear ft.	249	249	0	0	0
Reinforced Concrete Abutment	linear ft.	247	247	0	0	0
Reinforced Concrete Pier Cap	linear ft.	496	496	0	0	0
Joints
Pourable Joint	linear ft.	130	130	0	0	0
Compression Joint	linear ft.	133	0	0	133	0
Bearings
Elastomeric Bearing	each	40	0	38	0	2
Movable Bearing	each	20	0	20	0	0
Fixed Bearing	each	20	0	20	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	860	0	860	0	0

© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1138591