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US-54 HWY WB over CITY STS/ARKANSAS RIVER

Map 

Coordinates:
+37.67882, -97.34196
37°40'44" N, 97°20'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US-54 HWY WB over CITY STS/ARKANSAS RIVER
Structure number:999905400873751
Location:0.45 MI E SYCAMORE ST
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:165.0 ft. [50.3 m]
Total length:2908.3 ft. [886.4 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:56.8 ft. [17.3 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:State Highway Agency [01]
Year built:1994
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:27
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:51,000 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:84.6
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$5,418,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201484.6Functionally obsoleteGoodGoodGood51000
August 201284.9Functionally obsoleteGoodGoodGood47800
March 201091.3Functionally obsoleteGoodGoodGood47350
September 200891.0Functionally obsoleteGoodGoodGood51000
August 200691.0Functionally obsoleteGoodGoodGood50500
August 200491.1Functionally obsoleteGoodGoodGood49700
August 200288.9Not deficientGoodGoodGood48150
April 200089.0Not deficientVery GoodGoodGood47525
August 199889.0Not deficientVery GoodGoodGood47525
November 199690.1Not deficientGoodGoodGood40075
August 199492.1Not deficientVery GoodVery GoodVery Good24180