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EGGLESTON AVENUE over AUBURN PARK LAKE

Map

Coordinates:
+41.75000, -87.63000
41°45'00" N, 87°37'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EGGLESTON AVENUE over AUBURN PARK LAKE
Structure number:016650400000000
Old structure number:000016650430806 (from 1992 edition)
Location:7800S 430W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.9 ft. [7.6 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1923
Year reconstructed:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:300 [as of 1998]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:87.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$161,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairVery GoodGoodSatisfactory30087.0
December 2012GoodVery GoodVery GoodVery Good30090.0
December 2010GoodVery GoodVery GoodVery Good30982.0
August 2008GoodVery GoodVery GoodVery Good30981.0
August 2006GoodVery GoodVery GoodVery Good30981.0
August 2004GoodVery GoodVery GoodVery Good30981.0
August 2002GoodExcellentExcellentVery Good30981.0
January 2001GoodExcellentExcellentVery Good30981.0
August 1998GoodExcellentExcellentVery Good30981.0
December 1995PoorPoorPoorFair-60.0
February 1994FairFairFairFair-78.0