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US54 (KELLOG) over EAST BRANCH DRY CREEK

Map 

Coordinates:
+37.67922, -97.27485
37°40'45" N, 97°16'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US54 (KELLOG) over EAST BRANCH DRY CREEK
Structure number:999905400874591
Location:6.7 M W SEDGWICK ECOLN
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:12.1 ft. [3.7 m]
Total length:37.4 ft. [11.4 m]
Skew angle:39°
Owner:State Highway Agency [01]
Year built:1998
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: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:70,400 [as of 2015]
Truck traffic:3% 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 (including piles) on dry land well above flood water elevations. [9]
Sufficiency rating:81.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$134,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
August 201681.0Good7 out of 10-70400
August 201481.0Good7 out of 10-69000
September 201281.0Good7 out of 10-62400
August 201081.0Good7 out of 10-61800
September 200881.0Good7 out of 10-58600
August 200681.0Good7 out of 10-53400
August 200481.0Good7 out of 10-47600
August 200282.0Good8 out of 10-50960
April 200082.0Good8 out of 10-48900
January 199982.0Good9 out of 10-48900
January 199882.0Good9 out of 10-47470