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E0410 over WOODWARD CREEK

Map

Coordinates:
+36.41235, -99.37864
36°24'44" N, 99°22'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E0410 over WOODWARD CREEK
Structure number:200730000000000
Location:1.2S 1.4E OF WOODWARD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:7.9 ft. [2.4 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2015]
Truck traffic:7% of total traffic
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Culvert condition:Any condition described in Code 4 but which is excessive in scope. Severe movement or differential setlement of the segments or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and delection in one section, extensive corrosion, or deep pitting with scattered perforations. [3]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:52.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$225,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201652.8Poor3 out of 10SD1100
May 201485.9Fair5 out of 10-1100
May 201285.9Fair5 out of 10-1100
June 201085.9Fair5 out of 10-1100
June 200885.9Fair5 out of 10-1100
June 200685.9Fair5 out of 10-1100
March 200485.9Fair5 out of 10-1100
January 200285.9Fair5 out of 10-1100
December 199975.7Fair5 out of 10-1100
November 199786.7Good7 out of 10-1100
October 199592.9Good7 out of 10-1100
December 199392.9Good7 out of 10-1100
December 199193.9Good7 out of 10-1100