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US 71 S over CST 19TH ST

Map 

Coordinates:
+39.09009, -94.57169
39°05'24" N, 94°34'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 71 S over CST 19TH ST
Structure number:11992
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:16.1 ft. [4.9 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 

Status:Open, no restriction [A]
Average daily traffic:38,919 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 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:Equal to present minimum criteria [6]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:97.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201597.2Not deficientVery GoodExcellentVery Good38919
September 201397.2Not deficientVery GoodExcellentVery Good38919
September 201197.5Not deficientVery GoodExcellentVery Good31552
January 201097.3Not deficientExcellentExcellentExcellent36426
January 200897.6Not deficientExcellentExcellentExcellent30263
November 200595.7Not deficientExcellentExcellentExcellent27095
October 200395.7Not deficientExcellentExcellentExcellent27396
October 200199.7Not deficientExcellentExcellentExcellent5929