Share:

OHIO ST FEEDER W A over RR - UP,TRIB PARKING

Cook County, Illinois

Map

Coordinates:
+41.89242, -87.64468
41°53'33" N, 87°38'41" W

Facts

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

Name:	OHIO ST FEEDER W A over RR - UP,TRIB PARKING
Structure number:	016106100000000
Old structure number:	000016106126353 `(from 1992 edition)`
Location:	0.5 M E I-94
Purpose:	Carries highway over railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	94.2 ft. `[28.7 m]`
Total length:	572.2 ft. `[174.4 m]`
Roadway width between curbs:	83.3 ft. `[25.4 m]`
Deck width edge-to-edge:	89.6 ft. `[27.3 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1956
Year reconstructed:	1992
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	8
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: December 2017

Good/Fair/Poor Condition:	Poor
Status:	Open, would be posted or closed except for temporary shoring `[D]`
Average daily traffic:	39,600 `[as of 2010]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	38.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Poor	Good	Poor	Satisfactory	39600	38.0
January 2016	Poor	Good	Poor	Satisfactory	39600	68.0
January 2015	Poor	Good	Poor	Satisfactory	39600	68.0
February 2013	Fair	Good	Satisfactory	Satisfactory	39600	97.0
February 2011	Good	Good	Good	Good	39600	97.0
March 2009	Good	Good	Good	Good	39600	97.0
May 2007	Good	Good	Good	Good	39600	97.0
August 2005	Good	Good	Good	Good	97109	97.0
February 2004	Good	Good	Good	Good	97109	97.0
October 2002	Good	Good	Good	Good	97109	97.0
April 2001	Good	Good	Good	Good	97109	97.0
May 1999	Good	Very Good	Good	Very Good	35009	96.0
October 1997	Good	Very Good	Good	Very Good	76100	96.0
September 1996	Good	Very Good	Very Good	Very Good	76100	96.0
November 1994	Good	Very Good	Good	Very Good	-	96.0
December 1993	Good	Excellent	Good	Very Good	-	96.0
December 1992	Good	Excellent	Good	Good	-	96.0
December 1991	Poor	Poor	Satisfactory	Fair	-	82.0

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.	3,434	3,094	100	240	0
Deck
Reinforced Concrete Deck	sq. ft.	51,331	50,831	500	0	0
Substructure
Reinforced Concrete Column	each	63	57	6	0	0
Reinforced Concrete Pier Wall	linear ft.	750	716	34	0	0
Reinforced Concrete Abutment	linear ft.	179	145	33	1	0
Reinforced Concrete Pier Cap	linear ft.	929	727	192	10	0
Joints
Pourable Joint	linear ft.	339	0	0	30	309
Bearings
Elastomeric Bearing	each	64	0	64	0	0
Movable Bearing	each	64	0	30	34	0
Fixed Bearing	each	32	0	29	3	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,776	0	1,776	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/1139255