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E0370 over DOE CREEK

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

Map

Coordinates:
+36.47790, -97.33019
36°28'40" N, 97°19'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E0370 over DOE CREEK
Structure number:006730000000000
Location:2.6W OF CERES
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:47.9 ft. [14.6 m]
Total length:104.0 ft. [31.7 m]
Roadway width between curbs:14.1 ft. [4.3 m]
Deck width edge-to-edge:14.1 ft. [4.3 m]
Owner:County Highway Agency [02]
Year built:1918
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: September 2011

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:50 [as of 2010]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Critical [2 out of 9]
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: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:23.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$257,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2011PoorFairSeriousCritical5023.9
November 2010PoorFairSeriousSerious5023.9
September 2009PoorFairSeriousSerious5023.9
September 2007PoorFairSeriousSerious5023.9
September 2006PoorFairSeriousSerious5023.9
November 2005PoorFairSeriousSerious5023.9
August 2004PoorSatisfactorySeriousSerious5024.9
September 2003PoorSatisfactorySeriousSerious5023.9
August 2002PoorSatisfactorySeriousSerious5023.9
September 2001PoorSatisfactorySeriousSerious5023.9
September 2000PoorSatisfactorySeriousSerious5023.9
September 1999PoorVery GoodCriticalFair5023.9
June 1998PoorGoodCriticalPoor5023.9
July 1997PoorGoodCriticalFair5023.9
May 1996PoorGoodSeriousFair10024.9
May 1995PoorGoodPoorPoor10024.9
June 1994PoorGoodFairPoor10025.8
June 1993PoorVery GoodFairPoor10025.8
April 1992PoorVery GoodFairPoor10024.3