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

Cook County, Illinois

Map

Coordinates:
+41.89226, -87.64654
41°53'32" N, 87°38'48" 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:	20.0 ft. `[6.1 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: January 2016

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
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:	Meets minimum tolerable limits to be left in place as is `[4]`
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]`
Operating rating:	72.4 tons `[65.8 metric tons]`
Inventory rating:	42.8 tons `[38.9 metric tons]`
Sufficiency rating:	68.0

Previous Inspections

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

Element Data

Source: National Bridge Elements dataset, 2016 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	1	5	0
Reinforced Concrete Pier Wall	linear ft.	750	718	11	21	0
Reinforced Concrete Abutment	linear ft.	179	146	2	31	0
Reinforced Concrete Pier Cap	linear ft.	929	717	152	60	0
Joints
Pourable Joint	linear ft.	339	0	0	0	339
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 2012-18, 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