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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 2014 

Status:Open, no restriction [A]
Average daily traffic:69,000 [as of 2014]
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 (including piles) on dry land well above flood water elevations. [9]
Operating rating:49.9 tons [45.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:81.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$134,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201481.0Not deficient---69000
September 201281.0Not deficient---62400
August 201081.0Not deficient---61800
September 200881.0Not deficient---58600
August 200681.0Not deficient---53400
August 200481.0Not deficient---47600
August 200282.0Not deficient---50960
April 200082.0Not deficient---48900
January 199982.0Not deficient---48900
January 199882.0Not deficient---47470