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86TH STREET NORTH over LITTLE TURKEY CR DRAIN

Map 

Coordinates:
+39.06436, -94.77879
39°03'52" N, 94°46'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:86TH STREET NORTH over LITTLE TURKEY CR DRAIN
Structure number:999903201050901
Location:0.73 MILES E I-435
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:9.8 ft. [3.0 m]
Total length:20.7 ft. [6.3 m]
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:5,850 [as of 2013]
Truck traffic:4% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:34.9 tons [31.7 metric tons]
Inventory rating:20.9 tons [19.0 metric tons]
Sufficiency rating:78.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$19,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201578.0Not deficient---5850
June 201376.4Not deficient---5850
May 201176.4Not deficient---5150
May 200976.4Not deficient---5250
June 200776.4Not deficient---5550
June 200576.4Not deficient---7050
June 200377.2Not deficient---252
September 200177.2Not deficient---252
November 199977.2Not deficient---252
August 199775.5Not deficient---252
April 199577.2Not deficient---252
June 199377.2Not deficient---252
September 199172.3Not deficient---252