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U.S. 64 over RED HORSE CREEK

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

Map

Coordinates:
+36.80752, -99.03423
36°48'27" N, 99°02'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S. 64 over RED HORSE CREEK
Structure number:040520000000000
Old structure number:7604 0535 X (from 1992 edition)
Location:5.3 MI E JCT SH-50
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:100.1 ft. [30.5 m]
Total length:185.0 ft. [56.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1933
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2012

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,400 [as of 2011]
Truck traffic:16% of total traffic
Deck condition:Poor [4 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 desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:39.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,974,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2012PoorPoorFairFair140039.8
October 2010PoorPoorSatisfactoryFair130039.8
November 2009FairFairSatisfactoryFair130042.4
October 2008PoorPoorSatisfactoryFair130039.8
August 2007FairFairSatisfactoryFair130042.4
July 2006FairFairFairFair160041.8
January 2006FairFairFairFair150041.8
December 2002PoorFairPoorPoor115025.8
October 2001PoorSeriousFairPoor115039.0
September 2000PoorPoorPoorPoor115011.3
September 1999PoorCriticalPoorFair11509.3
September 1997Poor-PoorFair113014.3
September 1995PoorSeriousPoorFair100016.0
October 1993PoorPoorFairFair100033.0
January 1993PoorPoorFairFair95033.0
May 1991PoorPoorFairFair95033.0