22ND ST E over US 71


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


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 

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. ratingEvaluationDeckSuper.Sub.ADT
September 201595.6Not deficientGoodVery GoodVery Good9974
September 201395.6Not deficientGoodVery GoodVery Good9974
September 201194.8Not deficientGoodVery GoodVery Good8241
December 200995.5Not deficientVery GoodVery GoodVery Good3397
January 200895.5Not deficientVery GoodExcellentExcellent3425
November 200594.8Not deficientVery GoodExcellentExcellent8124
November 200394.3Not deficientVery GoodExcellentExcellent11945
October 200191.4Not deficientVery GoodExcellentExcellent12650