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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 

Good/Fair/Poor Condition:Fair
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]
Sufficiency rating:78.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201578.2FairSatisfactorySatisfactorySatisfactoryFO6500
May 201378.2FairSatisfactorySatisfactorySatisfactoryFO6500
March 201178.2FairSatisfactorySatisfactorySatisfactoryFO6500
March 200978.2FairSatisfactorySatisfactorySatisfactoryFO6500
March 200778.2FairSatisfactorySatisfactorySatisfactoryFO6500
March 200578.2FairSatisfactorySatisfactorySatisfactoryFO6500
September 200178.2FairSatisfactoryGoodSatisfactoryFO6500
November 199978.2FairGoodGoodSatisfactoryFO6500
August 199778.2FairGoodGoodSatisfactoryFO6500
November 199576.3FairGoodGoodSatisfactoryFO6500
March 199376.3FairGoodGoodSatisfactoryFO6500