Share:

U.S. 60 over KENTUCKY CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+36.69923, -95.54522
36°41'57" N, 95°32'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S. 60 over KENTUCKY CREEK
Structure number:151930000000000
Old structure number:5304 0468 X (from 1992 edition)
Location:4.7 MI E JCT US 169
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:49.9 ft. [15.2 m]
Total length:319.9 ft. [97.5 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:7
Main spans material:Steel [3]
Main spans 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: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,900 [as of 2016]
Truck traffic:25% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:67.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,534,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairFairFairFair190067.4
June 2015FairFairFairFair190064.4
May 2013FairFairFairFair190064.4
July 2011FairFairFairFair210061.8
July 2009FairFairFairFair170064.7
May 2007FairSatisfactoryFairGood180070.3
April 2005FairSatisfactoryFairGood170051.6
November 2003FairSatisfactoryFairSatisfactory215049.4
July 2002FairSatisfactoryFairSatisfactory215049.4
May 2000FairSatisfactoryFairSatisfactory215049.4
May 1999PoorFairPoorSatisfactory215038.2
January 1997FairSatisfactorySatisfactorySatisfactory209067.6
December 1993FairSatisfactorySatisfactorySatisfactory210074.2
December 1991FairSatisfactorySatisfactorySatisfactory230074.9