Share:

US-54 SW RP EB OFF over WICHITA ST

Map 

Coordinates:
+37.67883, -97.34069
37°40'44" N, 97°20'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US-54 SW RP EB OFF over WICHITA ST
Structure number:999905400873771
Location:0.36 MI E SYCAMORE ST
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:125.0 ft. [38.1 m]
Total length:483.3 ft. [147.3 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1993
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:5
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 2009]
Truck traffic:6% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:63.9 tons [58.1 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:84.6
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$434,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201484.6Functionally obsoleteGoodGoodGood51000
August 201284.6Functionally obsoleteGoodGoodGood51000
March 201084.6Functionally obsoleteGoodGoodGood51000
September 200884.6Functionally obsoleteGoodGoodVery Good51000
August 200683.6Functionally obsoleteGoodGoodVery Good50500
August 200483.7Functionally obsoleteGoodGoodVery Good49700
August 200295.8Not deficientGoodGoodVery Good1
April 200095.8Not deficientGoodGoodVery Good1
August 199895.8Not deficientGoodGoodVery Good1
November 199696.0Not deficientGoodGoodVery Good1
August 199496.0Not deficientVery GoodVery GoodVery Good1
July 199393.0Not deficientVery GoodVery GoodVery Good1