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US69(18TH ST) NB over MKT RAILROAD

Map 

Coordinates:
+39.04889, -94.64671
39°02'56" N, 94°38'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US69(18TH ST) NB over MKT RAILROAD
Structure number:999906901052821
Location:0.12 MI N I35 NB
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:64.0 ft. [19.5 m]
Total length:170.0 ft. [51.8 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1990
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:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:13,150 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:61.9 tons [56.3 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:91.7
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$194,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201491.7Functionally obsoleteGoodGoodGood13150
June 201291.8Functionally obsoleteGoodGoodGood12150
June 201091.9Functionally obsoleteGoodGoodGood11200
June 200891.9Functionally obsoleteGoodGoodGood11400
June 200691.7Functionally obsoleteGoodGoodGood13300
July 200491.2Functionally obsoleteGoodGoodGood17800
May 200276.4Functionally obsoleteGoodGoodGood12850
May 200076.0Functionally obsoleteGoodGoodGood15910
June 199876.0Functionally obsoleteGoodGoodGood15910
December 199668.5Not deficientGoodVery GoodGood17260
August 199462.2Not deficientGoodVery GoodGood10155
August 199263.2Not deficientGoodVery GoodGood9850
July 199087.6Not deficientVery GoodVery GoodVery Good5340