RP US71N TO 11TH S over CST 12TH ST


+40.01667, -94.55833
40°01'00" N, 94°33'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RP US71N TO 11TH S over CST 12TH ST
Structure number:11893
Location:S 5 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:65.0 ft. [19.8 m]
Total length:146.0 ft. [44.5 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1999
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:1,278 [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:Equal to present minimum criteria [6]
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:100.0 tons [90.9 metric tons]
Inventory rating:59.4 tons [54.0 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201599.9Not deficientGoodVery GoodVery Good1278
September 201399.9Not deficientGoodVery GoodVery Good1278
September 201199.9Not deficientGoodVery GoodVery Good2998
February 201099.7Not deficientVery GoodVery GoodExcellent5500
January 200899.7Not deficientExcellentExcellentExcellent5500
November 200591.8Not deficientExcellentExcellentExcellent45490
September 200391.8Not deficientExcellentExcellentExcellent45084
October 200190.1Not deficientExcellentExcellentExcellent79301