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5102C/ E0820 over CONCHARTY CREEK

Map

Coordinates:
+35.82727, -95.75910
35°49'38" N, 95°45'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:5102C/ E0820 over CONCHARTY CREEK
Structure number:013760000000000
Old structure number:51E0820N4070005 (from 1992 edition)
Location:.5N, 4.5W OF HASKELL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:14.1 ft. [4.3 m]
Deck width edge-to-edge:16.4 ft. [5.0 m]
Owner:County Highway Agency [02]
Year built:1911
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span 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: March 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:49.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$225,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017PoorFairFairPoor10049.0
March 2016PoorFairFairPoor10049.0
March 2015PoorFairFairPoor10049.0
April 2014PoorFairFairPoor10049.0
April 2013PoorFairFairPoor10049.0
July 2012PoorFairFairPoor10049.0
June 2011PoorFairFairPoor10049.0
April 2009FairFairFairFair10065.0
June 2007FairFairFairFair10065.0
June 2005FairFairSatisfactorySatisfactory10076.0
July 2003FairFairSatisfactorySatisfactory10076.0
July 2001FairFairSatisfactorySatisfactory10076.0
June 1999FairFairSatisfactorySatisfactory10076.0
June 1997FairFairSatisfactorySatisfactory10076.0
July 1995FairFairFairFair10062.0
April 1993FairFairFairFair10063.0
August 1991PoorFairPoorFair10047.0