US 71 N over CST 19TH ST


+39.09008, -94.57135
39°05'24" N, 94°34'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 71 N over CST 19TH ST
Structure number:11991
Location:S 8 T 49 N R 33 W
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:58.1 ft. [17.7 m]
Total length:134.8 ft. [41.1 m]
Roadway width between curbs:65.6 ft. [20.0 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:10°
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 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
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:36,685 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:104.9 tons [95.4 metric tons]
Inventory rating:63.4 tons [57.6 metric tons]
Sufficiency rating:96.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201596.2GoodVery GoodGoodVery Good-36685
September 201396.2GoodVery GoodGoodVery Good-36685
September 201196.3GoodVery GoodGoodVery Good-35919
January 201096.3GoodVery GoodGoodExcellent-36240
January 200896.3GoodExcellentExcellentExcellent-34995
November 200594.9GoodExcellentExcellentExcellent-24056
October 200394.8GoodExcellentExcellentExcellent-24323
October 200199.7GoodExcellentExcellentExcellent-5929