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SR 59 over BR LITTLE RACCOON CREEK

Map

Coordinates:
+39.87337, -87.05385
39°52'24" N, 87°03'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 59 over BR LITTLE RACCOON CREEK
Structure number:021430
Location:01.02 S SR 47
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.8 ft. [3.9 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:2.3 ft. [0.7 m]
Deck width edge-to-edge:2.3 ft. [0.7 m]
Owner:State Highway Agency [01]
Year built:1961
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:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,131 [as of 2004]
Truck traffic:10% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:49.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$300,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2017Poor4 out of 10113149.2
October 2016Poor4 out of 10113149.2
March 2016Poor4 out of 10113149.2
April 2014Fair6 out of 10113178.1
April 2012Fair6 out of 10113197.8
April 2010Fair6 out of 10113197.8
June 2008Fair6 out of 10113199.2
July 2006Fair6 out of 10113199.5
July 2004Fair6 out of 10113199.2
July 2002Fair6 out of 10110999.2
July 2001Fair6 out of 10110999.2
March 1999Fair6 out of 1086099.4
March 1997Fair6 out of 1086099.4
March 1995Fair6 out of 1090099.3
February 1993Fair6 out of 1090097.3
March 1991Fair6 out of 1090099.3