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US54 / US400 HWY over GYPSUM CREEK

Map 

Coordinates:
+37.67889, -97.23583
37°40'44" N, 97°14'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US54 / US400 HWY over GYPSUM CREEK
Structure number:999905400877061
Location:0.08 MI E EASTERN ST
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:20.0 ft. [6.1 m]
Total length:64.0 ft. [19.5 m]
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:57,900 [as of 2015]
Truck traffic:4% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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 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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:74.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$240,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
August 201674.0Good7 out of 10-57900
August 201475.3Good7 out of 10-56800
September 201277.6Good7 out of 10-43300
September 201077.7Good7 out of 10-42900
September 200878.9Good7 out of 10-35800
August 200678.9Good8 out of 10-35500