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22ND ST E over US 71

Map 

Coordinates:
+39.08616, -94.57035
39°05'10" N, 94°34'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:22ND ST E over US 71
Structure number:11836
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:122.1 ft. [37.2 m]
Total length:247.1 ft. [75.3 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:32°
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:2
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:9,974 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:95.0 tons [86.4 metric tons]
Inventory rating:57.4 tons [52.2 metric tons]
Sufficiency rating:95.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201595.6GoodGoodVery GoodVery Good-9974
September 201395.6GoodGoodVery GoodVery Good-9974
September 201194.8GoodGoodVery GoodVery Good-8241
December 200995.5GoodVery GoodVery GoodVery Good-3397
January 200895.5GoodVery GoodExcellentExcellent-3425
November 200594.8GoodVery GoodExcellentExcellent-8124
November 200394.3GoodVery GoodExcellentExcellent-11945
October 200191.4GoodVery GoodExcellentExcellent-12650