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US-54 HWY WB over EASTERN ST

Map 

Coordinates:
+37.67917, -97.23556
37°40'45" N, 97°14'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US-54 HWY WB over EASTERN ST
Structure number:999905400877041
Location:US-54 & EASTERN ST
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:78.7 ft. [24.0 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:66.3 ft. [20.2 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Owner:State Highway Agency [01]
Year built:2007
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:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:28,400 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:77.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$458,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201477.5Not deficientGoodVery GoodVery Good28400
September 201277.5Not deficientVery GoodVery GoodVery Good21650
September 201077.5Not deficientVery GoodVery GoodVery Good21450
September 200877.5Not deficientVery GoodVery GoodVery Good17900