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US54 EB TO I235 SB over BNSF RR, CANAL (Abandon)

Map 

Coordinates:
+37.67199, -97.40324
37°40'19" N, 97°24'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US54 EB TO I235 SB over BNSF RR, CANAL (Abandon)
Structure number:999923500870841
Location:US54 EB TO I235 SB RAMP
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:85.0 ft. [25.9 m]
Total length:709.7 ft. [216.3 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:9
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:21,100 [as of 2009]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:53.2 tons [48.4 metric tons]
Inventory rating:31.6 tons [28.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:68.9
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$490,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201568.9Functionally obsoleteSatisfactoryFairSatisfactory21100
August 201468.9Functionally obsoleteGoodFairSatisfactory21100
July 201368.9Functionally obsoleteGoodFairSatisfactory21100
August 201268.9Functionally obsoleteGoodFairSatisfactory21100
October 201168.9Functionally obsoleteGoodFairSatisfactory21100
September 201068.9Functionally obsoleteGoodFairSatisfactory21100
August 200970.8Functionally obsoleteGoodFairFair21100
August 200870.7Functionally obsoleteGoodFairFair21300
August 200770.6Functionally obsoleteGoodFairFair21800
September 200666.7Functionally obsoleteGoodFairFair21650
August 200566.8Functionally obsoleteGoodFairSatisfactory21500
August 200466.7Functionally obsoleteGoodFairSatisfactory21850
August 200370.8Functionally obsoleteGoodFairSatisfactory3445
August 200268.5Functionally obsoleteGoodFairSatisfactory3445
April 200168.5Functionally obsoleteGoodFairSatisfactory3445
May 200068.5Functionally obsoleteGoodFairSatisfactory3445
May 199868.5Functionally obsoleteGoodFairSatisfactory3445
July 199752.1Functionally obsoleteGoodFairGood3445
April 199660.6Functionally obsoleteGoodFairGood3445
January 199560.7Functionally obsoleteGoodFairSatisfactory3445
July 199470.9Functionally obsoleteGoodSatisfactorySatisfactory3445
January 199371.9Functionally obsoleteGoodGoodGood3445
February 199271.9Functionally obsoleteGoodGoodGood3445
February 199173.1Functionally obsoleteGoodGoodGood3445