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KY-725 over NEWTONS CREEK

Map 

Coordinates:
+37.11556, -88.86778
37°06'56" N, 88°52'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KY-725 over NEWTONS CREEK
Structure number:073B00066N
Old structure number:073*0725*B0066 (from 1992 edition)
Location:1.3 MI NOR. OF JCT KY 473
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:20.0 ft. [6.1 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:18.7 ft. [5.7 m]
Deck width edge-to-edge:19.7 ft. [6.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1932
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: July 2015 

Status:Posted for load [P]
Average daily traffic:301 [as of 2014]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:11.0 tons [10.0 metric tons]
Inventory rating:11.0 tons [10.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:30.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$73,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201530.8Structurally deficientFairFairSatisfactory301
July 201430.8Structurally deficientFairFairSatisfactory278
July 201330.8Structurally deficientFairFairSatisfactory277
July 201230.8Structurally deficientFairFairSatisfactory278
July 201130.9Structurally deficientFairFairSatisfactory271
July 201030.9Structurally deficientFairFairSatisfactory265
July 200930.8Structurally deficientFairFairSatisfactory272
July 200830.9Structurally deficientFairFairSatisfactory255
November 200730.9Structurally deficientFairFairSatisfactory234
August 200541.2Structurally deficientFairSatisfactorySatisfactory220
July 200440.8Structurally deficientFairSatisfactorySatisfactory333
July 200140.8Structurally deficientFairSatisfactorySatisfactory333
July 200040.8Structurally deficientFairSatisfactorySatisfactory333
July 199940.8Structurally deficientFairSatisfactorySatisfactory333
July 199840.8Structurally deficientFairSatisfactorySatisfactory333
July 199740.8Structurally deficientFairSatisfactorySatisfactory333
July 199640.8Structurally deficientFairSatisfactorySatisfactory333
July 199541.8Structurally deficientSatisfactorySatisfactorySatisfactory333
July 199441.8Structurally deficientSatisfactorySatisfactorySatisfactory333
July 199341.8Structurally deficientSatisfactorySatisfactorySatisfactory333
July 199250.0Functionally obsoleteSatisfactorySatisfactorySatisfactory333
July 199150.0Functionally obsoleteSatisfactorySatisfactorySatisfactory333