+40.05866, -90.54349
40°03'31" N, 90°32'37" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 242 over CRANE CREEK
Structure number:085411800000000
Old structure number:000085411827651 (from 1992 edition)
Location:4.0 S OF RUSHVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:42.0 ft. [12.8 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:Town or Township Highway Agency [03]
Year built:1977
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:75 [as of 2008]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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 minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 assessed or calculated scour condition. [5]
Operating rating:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:81.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201681.0FairSatisfactorySatisfactoryFairFO75
November 201481.0FairSatisfactorySatisfactoryFairFO75
November 201284.0FairSatisfactorySatisfactoryFairFO75
November 201084.0FairSatisfactorySatisfactoryFairFO75
November 200884.0FairSatisfactorySatisfactoryFairFO75
February 200795.0FairGoodGoodSatisfactoryFO75
March 200595.0FairGoodGoodSatisfactoryFO75
February 200395.0FairGoodGoodSatisfactoryFO75
March 200195.0FairGoodGoodSatisfactoryFO75
March 199995.0FairGoodGoodSatisfactoryFO100
February 199795.0FairGoodGoodSatisfactoryFO100
March 199598.0FairGoodGoodSatisfactory-100
January 199498.0FairGoodGoodSatisfactory-79
January 199298.0FairGoodGoodSatisfactory-79