US 71 S over RP IS670E TO IS70W, RP 1


+39.09955, -94.57186
39°05'58" N, 94°34'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 71 S over RP IS670E TO IS70W, RP 1
Structure number:11878
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:119.1 ft. [36.3 m]
Total length:1187.1 ft. [361.8 m]
Roadway width between curbs:38.7 ft. [11.8 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:11°
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:13
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: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:39,301 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:80.2 tons [72.9 metric tons]
Inventory rating:48.5 tons [44.1 metric tons]
Sufficiency rating:94.1

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201694.1GoodGoodExcellentVery GoodFO39301
June 201494.1GoodGoodExcellentVery GoodFO38156
June 201292.5GoodGoodExcellentVery GoodFO31552
August 201094.2GoodVery GoodExcellentExcellentFO36068
January 201094.2GoodVery GoodExcellentExcellentFO35711
January 200894.5GoodExcellentExcellentExcellent-29669
November 200592.7GoodExcellentExcellentExcellent-26561
September 200392.7GoodExcellentExcellentExcellent-26856
October 200197.7GoodExcellentExcellentExcellent-5929