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US-54 HWY over HOOVER ROAD

Map 

Coordinates:
+37.67296, -97.40758
37°40'23" N, 97°24'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US-54 HWY over HOOVER ROAD
Structure number:999905400874411
Location:0.5 MI E DUGAN ROAD
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:40.0 ft. [12.2 m]
Total length:45.3 ft. [13.8 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Concrete [1]
Main span 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:75,800 [as of 2014]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 not over waterway. [N]
Inventory rating:64.9 tons [59.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:71.9
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$155,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201471.9Functionally obsolete---75800
August 201272.3Functionally obsolete---71900
August 201072.4Functionally obsolete---71200
August 200872.6Functionally obsolete---69600
August 200672.8Functionally obsolete---68200
August 200471.8Not deficient---76500
August 200287.8Not deficientGoodVery GoodVery Good83400
March 200090.4Not deficient---57060
August 199890.4Not deficient---57060