RP U54 WB/I135 SB over I135 HWY EL&WL -CANAL


+37.67752, -97.31290
37°40'39" N, 97°18'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RP U54 WB/I135 SB over I135 HWY EL&WL -CANAL
Structure number:999913500873061
Location:0.02MI. N US 54
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:107.0 ft. [32.6 m]
Total length:462.6 ft. [141.0 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:3,450 [as of 2000]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 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:$479,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201499.0Not deficientVery GoodGoodVery Good3450
September 201299.0Not deficientVery GoodGoodVery Good3450
August 201088.2Not deficientVery GoodGoodVery Good3450
December 200987.2Not deficientGoodGoodVery Good3450
September 200887.2Not deficientSatisfactoryGoodVery Good3450
August 200670.7Not deficientSatisfactoryGoodVery Good3450
August 200470.9Not deficientSatisfactoryGoodVery Good3450
August 200263.5Not deficientGoodGoodVery Good3450
April 200063.4Not deficientGoodGoodVery Good3450
August 199863.4Not deficientGoodGoodVery Good3450
May 199649.9Not deficientGoodGoodGood3450
August 199467.5Not deficientGoodGoodGood3450
March 199279.7Not deficientGoodGoodVery Good3450
May 199079.7Not deficientSatisfactorySatisfactoryGood3450