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I35 HWY, SB over US169 HWY(7TH ST TRFWY)

Map 

Coordinates:
+39.07106, -94.61907
39°04'16" N, 94°37'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I35 HWY, SB over US169 HWY(7TH ST TRFWY)
Structure number:999903501050141
Location:JCT US169/I35, SB
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:95.1 ft. [29.0 m]
Total length:230.0 ft. [70.1 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:1986
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:3
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:48,600 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:80.9 tons [73.5 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:88.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$413,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201488.0Functionally obsoleteVery GoodVery GoodGood48600
June 201288.0Functionally obsoleteVery GoodVery GoodGood43400
June 201088.0Functionally obsoleteVery GoodVery GoodGood44300
June 200887.0Functionally obsoleteVery GoodVery GoodGood43850
June 200687.0Functionally obsoleteVery GoodVery GoodGood45000
July 200487.0Functionally obsoleteGoodGoodVery Good48400
May 200287.0Functionally obsoleteGoodGoodSatisfactory46800
May 200087.0Functionally obsoleteGoodGoodSatisfactory47415
June 199887.0Functionally obsoleteGoodGoodSatisfactory47415
November 199687.0Functionally obsoleteGoodGoodGood43905
August 199493.0Not deficientGoodGoodGood41120
January 199294.0Not deficientGoodGoodGood40490
June 199094.0Not deficientGoodGoodGood34895