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CR 550N over BRANCH OF WHITE LICK CR

Map

Coordinates:
+39.84222, -86.45889
39°50'32" N, 86°27'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 550N over BRANCH OF WHITE LICK CR
Structure number:3200041
Location:00.10 E OF CR 375N
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:26.9 ft. [8.2 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:County Highway Agency [02]
Year built:1935
Year reconstructed:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:630 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:49.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$733,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201649.4PoorPoorPoorFairSD630
June 201548.4PoorPoorPoorFairSD630
June 201448.4PoorPoorPoorFairSD630
June 201248.5PoorPoorPoorFairSD593
October 201050.2PoorFairPoorFairSD610
July 200850.2PoorFairPoorFairSD564
August 200652.2PoorFairPoorSatisfactorySD576
October 200452.2PoorFairPoorSatisfactorySD576
October 200253.2PoorFairPoorSatisfactorySD576
November 200054.6PoorFairPoorSatisfactorySD344
June 199854.3PoorFairPoorSatisfactorySD313
June 199654.3PoorFairPoorSatisfactorySD313
February 199570.2FairFairFairSatisfactory-275
July 199278.7FairGoodFairSatisfactory-275
July 199078.7FairGoodFairSatisfactory-300