Share:

JACKSON ST over DES PLAINES RIVER

Map

Coordinates:
+41.53000, -88.08000
41°31'48" N, 88°04'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JACKSON ST over DES PLAINES RIVER
Structure number:099023900000000
Old structure number:000099023925143 (from 1992 edition)
Location:1.5 MI NO. OF I-80
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:166.0 ft. [50.6 m]
Total length:375.0 ft. [114.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:1985
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Other [9]
Wearing surface:Other [9]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Poor
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:8,000 [as of 2018]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 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]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:40.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,250,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018PoorSatisfactoryPoorFair800040.8
June 2017PoorSatisfactoryPoorFair805040.8
June 2016PoorSatisfactoryPoorFair805044.5
June 2015PoorSatisfactoryPoorFair805044.5
June 2013FairSatisfactoryFairFair300055.0
May 2012FairSatisfactoryFairFair300056.0
May 2010FairSatisfactoryFairFair345056.2
May 2008FairSatisfactoryFairFair345056.2
November 2007FairFairFairFair360053.2
October 2005FairSatisfactoryFairFair360054.2
May 2003FairSatisfactoryFairFair350054.2
May 2001FairGoodFairFair330053.2
June 1999FairGoodFairFair85055.4
June 1998FairGoodSatisfactorySatisfactory420064.2
June 1996FairGoodSatisfactorySatisfactory940064.9
July 1993FairVery GoodSatisfactoryGood650067.8
June 1990FairGoodSatisfactoryGood1200967.2