RP U54 EB/I135 NB over I135 E&W LANES


+37.67500, -97.31250
37°40'30" N, 97°18'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RP U54 EB/I135 NB over I135 E&W LANES
Structure number:999913500873041
Location:JCT I35-US54
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:98.1 ft. [29.9 m]
Total length:444.6 ft. [135.5 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1976
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:7
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,955 [as of 2000]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:67.1 tons [61.0 metric tons]
Inventory rating:40.2 tons [36.5 metric tons]
Sufficiency rating:99.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$460,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201699.0FairSatisfactoryGoodVery Good-1955
August 201499.0GoodGoodGoodVery Good-1955
September 201298.0GoodGoodGoodVery Good-1955
August 201094.1GoodGoodGoodVery Good-1955
December 200994.1GoodGoodGoodVery Good-1955
September 200894.1GoodGoodGoodVery Good-1955
August 200689.3GoodGoodGoodVery Good-1955
August 200489.3GoodGoodGoodVery Good-1955
August 200281.5GoodGoodGoodVery Good-1955
April 200077.2FairGoodSatisfactoryVery Good-1955
August 199877.2FairGoodSatisfactoryVery Good-1955
May 199668.7FairSatisfactoryVery GoodVery Good-1955
August 199490.3GoodGoodVery GoodVery Good-1955
March 199292.3GoodGoodVery GoodVery Good-1955
May 199092.2FairSatisfactoryGoodVery Good-1955