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EGGLESTON AVENUE over AUBURN PARK LAKE

Map

Coordinates:
+41.84678, -87.63271
41°50'48" N, 87°37'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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]
Operating rating:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201687.0FairVery GoodGoodSatisfactory-300
December 201290.0GoodVery GoodVery GoodVery Good-300
December 201082.0GoodVery GoodVery GoodVery GoodFO309
August 200881.0GoodVery GoodVery GoodVery GoodFO309
August 200681.0GoodVery GoodVery GoodVery GoodFO309
August 200481.0GoodVery GoodVery GoodVery Good-309
August 200281.0GoodExcellentExcellentVery Good-309
January 200181.0GoodExcellentExcellentVery Good-309
August 199881.0GoodExcellentExcellentVery Good-309
December 199560.0PoorPoorPoorFairSD-
February 199478.0FairFairFairFairFO-