OHIO ST over B.N.RRAND INDIAN CR

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+41.76785, -88.29136
41°46'04" N, 88°17'29" W

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

Name:	OHIO ST over B.N.RRAND INDIAN CR
Structure number:	045994300000000
Old structure number:	000045994310461 `(from 1992 edition)`
Location:	AURORA .8 M E ILL 25
Purpose:	Carries highway over railroad and waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	86.0 ft. `[26.2 m]`
Total length:	310.1 ft. `[94.5 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	40.4 ft. `[12.3 m]`
Skew angle:	15°
Owner:	Railroad `[27]`
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Other `[00]`
Deck type:	Concrete Cast-in-Place `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	9,350 `[as of 2014]`
Truck traffic:	6% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	46.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,184,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2013	Poor	Fair	Poor	Poor	9350	46.8
December 2011	Poor	Fair	Poor	Poor	12000	46.7
October 2009	Poor	Fair	Poor	Poor	12000	46.7
June 2008	Poor	Fair	Poor	Poor	509	52.7
August 2006	Poor	Fair	Poor	Poor	509	54.7
July 2004	Poor	Fair	Poor	Poor	509	54.7
July 2002	Poor	Fair	Poor	Poor	509	54.7
July 2000	Poor	Satisfactory	Poor	Fair	509	55.7
April 1998	Fair	Good	Satisfactory	Satisfactory	509	82.7
June 1996	Fair	Good	Satisfactory	Satisfactory	-	93.7
May 1994	Fair	Good	Satisfactory	Satisfactory	-	92.7
March 1992	Fair	Good	Satisfactory	Good	-	91.5