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RAMP TO TURNER DIA over KAW DRIVE (SOUTH-BOUND)

Map 

Coordinates:
+39.09806, -94.72194
39°05'53" N, 94°43'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP TO TURNER DIA over KAW DRIVE (SOUTH-BOUND)
Structure number:514301050000346
Location:WB TURNER TO SB KAW DR.
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:59.1 ft. [18.0 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1960
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:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:6,500 [as of 1989]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:46.9 tons [42.6 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201578.2Functionally obsoleteSatisfactorySatisfactorySatisfactory6500
May 201378.2Functionally obsoleteSatisfactorySatisfactorySatisfactory6500
March 201178.2Functionally obsoleteSatisfactorySatisfactorySatisfactory6500
March 200978.2Functionally obsoleteSatisfactorySatisfactorySatisfactory6500
March 200778.2Functionally obsoleteSatisfactorySatisfactorySatisfactory6500
March 200578.2Functionally obsoleteSatisfactorySatisfactorySatisfactory6500
September 200178.2Functionally obsoleteSatisfactoryGoodSatisfactory6500
November 199978.2Functionally obsoleteGoodGoodSatisfactory6500
August 199778.2Functionally obsoleteGoodGoodSatisfactory6500
November 199576.3Functionally obsoleteGoodGoodSatisfactory6500
March 199376.3Functionally obsoleteGoodGoodSatisfactory6500