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S.H. 11 over HOMINY CREEK

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

Map

Coordinates:
+36.25909, -95.97368
36°15'33" N, 95°58'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S.H. 11 over HOMINY CREEK
Structure number:095350000000000
Old structure number:7236 0743 X (from 1992 edition)
Location:7.4 MI S WASH. C/L
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:160.1 ft. [48.8 m]
Total length:404.9 ft. [123.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,800 [as of 2014]
Truck traffic:15% 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: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]
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:46.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,900,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2015PoorPoorFairFair580046.2
September 2013PoorPoorFairFair580046.2
October 2011PoorPoorFairFair580047.7
December 2009PoorPoorFairFair580047.7
December 2007PoorPoorFairPoor560031.7
August 2006PoorPoorFairPoor570031.7
July 2005PoorPoorFairFair560033.2
January 2004PoorPoorFairFair536033.2
October 2000PoorPoorFairFair517033.2
September 2000PoorPoorSatisfactoryPoor517018.2
September 1998PoorSeriousSatisfactoryPoor517023.9
October 1996PoorSeriousSatisfactoryFair508038.9
December 1994PoorFairPoorFair680035.1
July 1992PoorFairPoorFair660035.1
July 1990PoorPoorPoorFair660033.1