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US 71 S over RP IS670E TO IS70W, RP 1

Map 

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

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:38,156 [as of 2014]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201494.1Functionally obsoleteGoodExcellentVery Good38156
June 201292.5Functionally obsoleteGoodExcellentVery Good31552
August 201094.2Functionally obsoleteVery GoodExcellentExcellent36068
January 201094.2Functionally obsoleteVery GoodExcellentExcellent35711
January 200894.5Not deficientExcellentExcellentExcellent29669
November 200592.7Not deficientExcellentExcellentExcellent26561
September 200392.7Not deficientExcellentExcellentExcellent26856
October 200197.7Not deficientExcellentExcellentExcellent5929