RP I135 SB/U54 EB over I135 NB/SB LANES & CANAL


+37.67898, -97.31233
37°40'44" N, 97°18'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RP I135 SB/U54 EB over I135 NB/SB LANES & CANAL
Structure number:999913500873051
Location:JCT I35W-US54
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:122.1 ft. [37.2 m]
Total length:946.6 ft. [288.5 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:16.7 ft. [5.1 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:13
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:3,000 [as of 2000]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Better than present minimum criteria [7]
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:66.2 tons [60.2 metric tons]
Inventory rating:39.7 tons [36.1 metric tons]
Sufficiency rating:100.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$980,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 2016100.0FairGoodSatisfactoryGood-3000
August 2014100.0FairGoodSatisfactoryGood-3000
August 2012100.0GoodGoodGoodVery Good-3000
September 2010100.0GoodVery GoodGoodVery Good-3000
September 200899.0GoodGoodGoodVery Good-3000
August 200699.0GoodGoodGoodVery Good-3000
August 200499.0FairGoodSatisfactoryVery Good-3000
August 200295.0FairGoodSatisfactoryVery Good-3000
May 200095.0FairGoodSatisfactoryVery Good-3000
August 199895.0FairGoodSatisfactoryVery Good-3000
May 199676.0FairSatisfactorySatisfactoryVery Good-3000
August 199477.6FairGoodSatisfactoryVery Good-3000
March 199281.0FairSatisfactorySatisfactoryVery Good-3000
May 199081.0FairSatisfactorySatisfactoryVery Good-3000