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US54 (KELLOG) over WEST BRANCH DRY CREEK

Map 

Coordinates:
+37.67921, -97.27653
37°40'45" N, 97°16'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US54 (KELLOG) over WEST BRANCH DRY CREEK
Structure number:999905400874581
Location:6.8 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:38.7 ft. [11.8 m]
Skew angle:
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:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:49.9 tons [45.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:85.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$139,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201485.0Not deficient---69000
September 201285.0Not deficient---62400
August 201085.0Not deficient---61800
September 200885.0Not deficient---58600
August 200685.0Not deficient---53400
August 200485.0Not deficient---47600
August 200285.0Not deficient---50960
April 200085.0Not deficient---48900
August 199885.0Not deficient---48900