DIVERSEY AVE over N BR CHICAGO RIVER

Map

Coordinates:
+41.93224, -87.68243
41°55'56" N, 87°40'57" W

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

Name:	DIVERSEY AVE over N BR CHICAGO RIVER
Structure number:	016607700000000
Old structure number:	000016607727319 `(from 1992 edition)`
Location:	2800 N & 2200 W
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	120.1 ft. `[36.6 m]`
Total length:	285.1 ft. `[86.9 m]`
Roadway width between curbs:	49.9 ft. `[15.2 m]`
Deck width edge-to-edge:	70.2 ft. `[21.4 m]`
Vertical clearance below bridge:	21.0 ft. `[6.4 m]`
Skew angle:	23°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1968
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:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	20,000 `[as of 2014]`
Truck traffic:	10% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 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 corrrective action `[3]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Pier/abutment protection:	In place and functioning `[2]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Operating rating:	48.8 tons `[44.4 metric tons]`
Inventory rating:	35.6 tons `[32.4 metric tons]`
Sufficiency rating:	69.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$3,174,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
June 2015	69.0	Fair	Fair	Fair	Satisfactory	FO	20000
June 2013	69.0	Fair	Fair	Fair	Satisfactory	FO	20000
June 2011	70.0	Fair	Good	Fair	Good	FO	16000
November 2008	70.0	Fair	Good	Fair	Good	FO	22000
November 2006	70.0	Fair	Good	Fair	Good	FO	22000
October 2004	70.0	Fair	Good	Fair	Good	FO	16000
October 2002	70.0	Fair	Good	Fair	Good	FO	20100
November 2000	70.0	Fair	Good	Fair	Good	FO	15100
July 1998	70.0	Fair	Good	Fair	Good	FO	15100
May 1996	81.0	Fair	Good	Satisfactory	Good	FO	25000
May 1994	83.0	Fair	Good	Satisfactory	Good	-	25000
June 1992	83.0	Fair	Good	Satisfactory	Good	-	20000
July 1990	83.0	Good	Good	Good	Good	-	20000