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SR 59 over BR LITTLE RACCOON CREEK

Map

Coordinates:
+39.87333, -87.05500
39°52'24" N, 87°03'18" 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:23.0 ft. [7.0 m]
Deck width edge-to-edge:23.0 ft. [7.0 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 2016

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]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
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

DateSuff. RatingConditionCulvert ConditionSD/FOADT
October 201649.2Poor4 out of 10SD1131
March 201649.2Poor4 out of 10SD1131
April 201478.1Fair6 out of 10FO1131
April 201297.8Fair6 out of 10-1131
April 201097.8Fair6 out of 10-1131
June 200899.2Fair6 out of 10-1131
July 200699.5Fair6 out of 10-1131
July 200499.2Fair6 out of 10-1131
July 200299.2Fair6 out of 10-1109
July 200199.2Fair6 out of 10-1109
March 199999.4Fair6 out of 10-860
March 199799.4Fair6 out of 10-860
March 199599.3Fair6 out of 10-900
February 199397.3Fair6 out of 10-900
March 199199.3Fair6 out of 10-900