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OLD IL RTE 3-GALE over SEXTON CREEK

Map

Coordinates:
+37.24838, -89.44898
37°14'54" N, 89°26'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD IL RTE 3-GALE over SEXTON CREEK
Structure number:002000900000000
Old structure number:000002000900891 (from 1992 edition)
Location:GALE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:172.3 ft. [52.5 m]
Total length:337.9 ft. [103.0 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:28°
Owner:State Highway Agency [01]
Year built:1933
Year reconstructed:2011
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2017]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:47.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,602,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018PoorSatisfactoryPoorSatisfactory30047.7
February 2016FairSatisfactoryFairSatisfactory32563.8
February 2014FairSatisfactoryFairGood32563.8
February 2012FairExcellentFairGood32561.7
September 2010PoorSeriousSeriousFair32528.3
December 2009PoorSeriousSeriousFair32528.3
December 2008PoorPoorSeriousFair32530.4
December 2007PoorPoorSeriousFair32530.4
December 2006PoorPoorSeriousFair27530.4
December 2005PoorPoorSeriousFair27530.4
December 2004PoorPoorSeriousFair27530.4
December 2003PoorPoorPoorFair27547.7
January 2003PoorFairPoorFair27549.7
January 2002PoorPoorPoorFair27547.7
February 2001PoorPoorPoorFair27547.7
July 1999PoorPoorPoorFair27547.7
June 1998PoorPoorPoorFair27547.7
June 1997PoorPoorPoorFair30047.6
June 1996PoorPoorPoorFair30047.6
March 1995FairSatisfactoryFairFair30060.7
February 1993FairSatisfactoryFairFair20062.3
February 1991FairSatisfactoryFairFair20044.6