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19TH STREET over YELLOW CREEK

Map

Coordinates:
+36.61000, -83.71306
36°36'36" N, 83°42'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:19TH STREET over YELLOW CREEK
Structure number:007B00092N
Old structure number:007*2079*B0092 (from 1992 edition)
Location:.10 MI NOR. OF JCT KY 74
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:63.0 ft. [19.2 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1943
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:5,427 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:53.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$785,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018PoorSatisfactoryPoorFair542753.8
February 2017FairSatisfactoryFairFair542770.1
February 2016FairSatisfactoryFairFair546754.7
February 2015FairSatisfactoryFairFair546754.7
February 2014FairSatisfactoryFairFair547154.5
February 2013FairSatisfactoryFairFair537049.5
February 2012FairFairFairFair514048.5
February 2011FairSatisfactoryFairFair553049.5
February 2010FairSatisfactoryFairFair613049.4
March 2008PoorPoorFairFair621046.3
February 2007PoorPoorPoorFair621038.5
March 2005PoorFairPoorPoor592440.8
October 2003PoorFairPoorPoor705349.6
April 2002PoorFairPoorPoor705349.6
October 2000PoorFairPoorPoor705349.6
October 1999PoorFairPoorPoor705349.6
September 1998PoorFairPoorPoor705349.6
August 1997PoorFairPoorPoor705349.6
June 1996PoorFairPoorPoor705349.6
December 1995PoorFairPoorPoor644049.6
February 1992PoorFairPoorPoor644049.6
January 1990FairFair-Fair644064.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.5,1004,23087000
Wearing Surfacessq. ft.3,4362,84659000
Superstructure
Reinforced Concrete Archlinear ft.31510225800
Substructure
Reinforced Concrete Abutmentlinear ft.90375120
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1700140300