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5328C over FOUR MILE CREEK

Map

Coordinates:
+36.63136, -95.77355
36°37'53" N, 95°46'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:5328C over FOUR MILE CREEK
Structure number:105800000000000
Old structure number:53N4060E0260005 (from 1992 edition)
Location:12. 0 MI SW OF NOWATA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:11.2 ft. [3.4 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:County Highway Agency [02]
Year built:1947
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:100 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 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:Equal to present desirable criteria [8]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:43.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$251,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016PoorPoorPoorPoor10043.6
May 2014PoorPoorPoorPoor10043.6
May 2012PoorPoorPoorPoor10043.6
August 2010PoorPoorSeriousSerious10037.9
July 2008PoorPoorSeriousSerious10037.9
January 2006PoorPoorSeriousSerious10037.9
January 2004PoorPoorSeriousSerious10037.9
August 2001PoorPoorPoorPoor10048.7
August 1999PoorFairFairPoor10047.5
August 1997PoorPoorFairPoor10045.5
August 1995FairFairFairFair10066.7
June 1993FairFairFairSatisfactory10066.7
May 1991FairFairFairSatisfactory10066.7