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 2014 

Status:Open, no restriction [A]
Average daily traffic:1,955 [as of 2000]
Truck traffic:10% of total traffic
Deck condition:Good [7 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:67.9 tons [61.7 metric tons]
Inventory rating:39.9 tons [36.3 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. ratingEvaluationDeckSuper.Sub.ADT
August 201499.0Not deficientGoodGoodVery Good1955
September 201298.0Not deficientGoodGoodVery Good1955
August 201094.1Not deficientGoodGoodVery Good1955
December 200994.1Not deficientGoodGoodVery Good1955
September 200894.1Not deficientGoodGoodVery Good1955
August 200689.3Not deficientGoodGoodVery Good1955
August 200489.3Not deficientGoodGoodVery Good1955
August 200281.5Not deficientGoodGoodVery Good1955
April 200077.2Not deficientGoodSatisfactoryVery Good1955
August 199877.2Not deficientGoodSatisfactoryVery Good1955
May 199668.7Not deficientSatisfactoryVery GoodVery Good1955
August 199490.3Not deficientGoodVery GoodVery Good1955
March 199292.3Not deficientGoodVery GoodVery Good1955
May 199092.2Not deficientSatisfactoryGoodVery Good1955