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BRYANTS CREEK RD over BRYANTS CREEK

Map

Coordinates:
+39.35917, -86.53972
39°21'33" N, 86°32'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BRYANTS CREEK RD over BRYANTS CREEK
Structure number:5500009
Location:00.18 S OF PARAGON ROAD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:55.1 ft. [16.8 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
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:Good
Status:Open, no restriction [A]
Average daily traffic:90 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201699.0GoodVery GoodVery GoodVery Good-90
August 201499.0GoodVery GoodVery GoodVery Good-90
August 201299.0GoodVery GoodVery GoodVery Good-80
October 201099.0GoodVery GoodVery GoodVery Good-80
April 200898.0GoodExcellentExcellentExcellent-75
March 200698.0GoodExcellentExcellentExcellent-75
March 200428.8PoorFairPoorPoorSD70
April 200228.8PoorFairPoorPoorSD70
April 200028.8PoorFairPoorPoorSD70
May 199828.8PoorFairPoorPoorSD70
May 199635.0PoorSatisfactoryFairPoorSD70
May 199435.7PoorSatisfactoryFairPoorSD70
June 199228.5PoorSatisfactorySeriousPoorSD70
June 199029.4PoorSatisfactorySeriousPoorSD100