U.S. 412 over BULL CREEK


+36.43511, -99.20278
36°26'06" N, 99°12'10" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S. 412 over BULL CREEK
Structure number:072560000000000
Old structure number:7712 1051 X (from 1992 edition)
Location:1.4 MI E JCT SH 50
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:13.1 ft. [4.0 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:51.2 ft. [15.6 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Owner:State Highway Agency [01]
Year built:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,200 [as of 2015]
Truck traffic:25% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:67.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$714,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
July 201667.6Fair6 out of 10-6200
November 201467.6Fair6 out of 10-6200
August 201267.6Fair6 out of 10-6200
November 201070.1Fair6 out of 10-5100
November 200870.1Fair6 out of 10-5000
February 200670.1Fair6 out of 10-3500
February 200371.8Fair6 out of 10-2880
February 200167.5Fair6 out of 10FO2650
January 199983.3Fair6 out of 10-2650
November 199683.6Fair6 out of 10-2580
November 199482.0Good7 out of 10-3000
February 199382.0Fair6 out of 10-3000
February 199182.0Good7 out of 10-3000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Culvertlinear ft.3703363040
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1261042200