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

Map 

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

Facts 

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 2014 

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:67.9 tons [61.7 metric tons]
Inventory rating:39.9 tons [36.3 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. ratingEvaluationDeckSuper.Sub.ADT
August 2014100.0Not deficientGoodSatisfactoryGood3000
August 2012100.0Not deficientGoodGoodVery Good3000
September 2010100.0Not deficientVery GoodGoodVery Good3000
September 200899.0Not deficientGoodGoodVery Good3000
August 200699.0Not deficientGoodGoodVery Good3000
August 200499.0Not deficientGoodSatisfactoryVery Good3000
August 200295.0Not deficientGoodSatisfactoryVery Good3000
May 200095.0Not deficientGoodSatisfactoryVery Good3000
August 199895.0Not deficientGoodSatisfactoryVery Good3000
May 199676.0Not deficientSatisfactorySatisfactoryVery Good3000
August 199477.6Not deficientGoodSatisfactoryVery Good3000
March 199281.0Not deficientSatisfactorySatisfactoryVery Good3000
May 199081.0Not deficientSatisfactorySatisfactoryVery Good3000