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CAMPBELL ISLAND RD over BRANCH OF MISS RIVER

Map

Coordinates:
+41.53838, -90.42642
41°32'18" N, 90°25'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CAMPBELL ISLAND RD over BRANCH OF MISS RIVER
Structure number:081008900000000
Old structure number:000081008917819 (from 1992 edition)
Location:0.3 MI NW OF ILL 84
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:103.0 ft. [31.4 m]
Total length:359.9 ft. [109.7 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:39.7 ft. [12.1 m]
Owner:State Highway Agency [01]
Year built:1938
Year reconstructed:1999
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:4
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: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:100.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,328,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodGoodVery GoodGood1000100.0
June 2015GoodGoodVery GoodGood1000100.0
June 2013GoodGoodVery GoodGood120099.0
June 2011GoodGoodVery GoodGood120099.0
July 2009FairGoodVery GoodSatisfactory110099.0
August 2007FairGoodVery GoodSatisfactory110099.0
September 2005GoodVery GoodVery GoodGood145099.0
August 2003GoodGoodVery GoodGood145099.0
August 2001FairVery GoodVery GoodSatisfactory145099.0
September 1999GoodExcellentExcellentVery Good160099.0
March 1999PoorCriticalPoorFair160032.9
January 1998PoorCriticalPoorFair160032.9
January 1997PoorCriticalPoorFair160032.9
January 1996PoorCriticalPoorFair170032.9
January 1995PoorCriticalPoorFair170026.0
January 1994PoorCriticalPoorFair170026.0
March 1993PoorCriticalPoorFair170026.0
February 1992PoorCriticalPoorFair170026.0