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SR 19 over YELLOW CREEK

Map

Coordinates:
+41.17000, -86.04000
41°10'12" N, 86°02'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR 19 over YELLOW CREEK
Structure number:005070
Location:00.30 S SR 25
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:38.1 ft. [11.6 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: August 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,720 [as of 2015]
Truck traffic:18% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 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:Equal to present desirable criteria [8]
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]
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:58.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201658.4PoorSatisfactoryFairPoorSD1720
August 201558.4PoorSatisfactoryFairPoorSD1710
August 20138.8FairSatisfactorySatisfactoryFairFO3880
August 20118.8FairSatisfactoryGoodFairFO3880
September 20098.8FairSatisfactoryGoodSatisfactoryFO3880
September 20078.8FairSatisfactoryGoodSatisfactoryFO3880
September 20058.8FairSatisfactoryGoodSatisfactoryFO3880
September 20039.0FairSatisfactoryGoodSatisfactoryFO3804
September 20019.0FairSatisfactoryGoodSatisfactoryFO3804
September 199911.9FairSatisfactoryGoodSatisfactoryFO2951
September 199711.9FairSatisfactoryGoodSatisfactoryFO2951
September 199511.5FairSatisfactoryGoodSatisfactoryFO2879
November 199328.2FairSatisfactoryGoodSatisfactoryFO1700
February 199227.0FairSatisfactorySatisfactorySatisfactorySD1700
July 199025.8FairSatisfactorySatisfactorySatisfactorySD1700