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TROOST AVE S over RP 22ND ST TO US71N, US,

Map 

Coordinates:
+39.08585, -94.57037
39°05'09" N, 94°34'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TROOST AVE S over RP 22ND ST TO US71N, US,
Structure number:12088
Location:S 8 T 49 N R 33 W
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:190.0 ft. [57.9 m]
Total length:754.0 ft. [229.8 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:53.5 ft. [16.3 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:43°
Owner:State Highway Agency [01]
Year built:1998
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:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,544 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:65.3 tons [59.4 metric tons]
Inventory rating:38.6 tons [35.1 metric tons]
Sufficiency rating:80.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201580.2GoodGoodExcellentVery GoodFO4544
September 201380.2GoodGoodExcellentVery GoodFO4544
September 201180.2GoodGoodExcellentVery GoodFO5387
December 200980.2GoodVery GoodExcellentVery GoodFO5299
January 200877.6GoodVery GoodExcellentExcellentFO5804
November 200577.3GoodVery GoodExcellentExcellent-11000
November 200377.3GoodVery GoodExcellentExcellent-11000
September 200176.6GoodVery GoodExcellentExcellent-110000