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SR 59 over LITTLE RACCOON CREEK

Map

Coordinates:
+39.88167, -87.04667
39°52'54" N, 87°02'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 59 over LITTLE RACCOON CREEK
Structure number:021440
Location:00.07 S SR 47
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:32.2 ft. [9.8 m]
Total length:97.1 ft. [29.6 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:1984
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,700 [as of 2006]
Truck traffic:10% of total traffic
Deck condition:Good [7 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: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 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]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:68.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,480,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201668.1FairGoodFairFair-1700
March 201468.1FairGoodFairFair-1700
March 201268.1FairSatisfactoryFairFair-1700
March 201056.3FairSatisfactoryFairFairFO3518
June 200861.9FairFairFairFairFO3518
July 200663.7FairFairFairFairFO3518
July 200462.9FairSatisfactoryFairFairFO3518
July 200263.0FairSatisfactoryFairFairFO3449
February 200163.0FairSatisfactoryFairSatisfactoryFO3449
February 199967.8FairSatisfactoryFairSatisfactoryFO2676
February 199766.0FairSatisfactorySatisfactorySatisfactoryFO2676
February 199566.4FairSatisfactorySatisfactorySatisfactoryFO2676
February 199351.6FairSatisfactoryFairFair-3000
March 199174.3FairSatisfactorySatisfactorySatisfactory-3000