US 36(FAP 323) over DITCH #4

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.


+39.79202, -88.63319
39°47'31" N, 88°37'59" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 36(FAP 323) over DITCH #4
Structure number:070000900000000
Old structure number:000070000915957 (from 1992 edition)
Location:2.4 MI W HAMMOND
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:31.2 ft. [9.5 m]
Total length:32.8 ft. [10.0 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Owner:State Highway Agency [01]
Year built:1927
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,750 [as of 2015]
Truck traffic:17% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:72.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairSatisfactoryFairFair275072.7
March 2015FairSatisfactoryFairFair245072.8
April 2014FairSatisfactoryFairFair245071.8
May 2012FairSatisfactoryFairSatisfactory250052.3
July 2011FairSatisfactoryFairSatisfactory250071.2
August 2010FairSatisfactoryFairSatisfactory250071.2
September 2009FairSatisfactoryFairSatisfactory250071.2
September 2008FairSatisfactoryFairSatisfactory280071.1
October 2007FairSatisfactoryFairSatisfactory280071.1
October 2006FairSatisfactoryFairSatisfactory325070.9
August 2005FairSatisfactoryFairSatisfactory325070.9
October 2003FairGoodFairSatisfactory285067.9
November 2001FairGoodFairSatisfactory285067.9
October 1999FairGoodSatisfactorySatisfactory290080.0
November 1997FairGoodSatisfactorySatisfactory320079.9
February 1996FairGoodSatisfactoryGood340077.9
February 1994FairGoodSatisfactoryGood290078.0
January 1992FairGoodSatisfactoryGood310079.0