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RP MO152E TO IS29S over RP IS29S TO BARRY RD E

Map 

Coordinates:
+39.25443, -94.65846
39°15'16" N, 94°39'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RP MO152E TO IS29S over RP IS29S TO BARRY RD E
Structure number:3276
Old structure number:A3973 2 (from 1992 edition)
Location:S 12 T 51 N R 34 W
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:59.7 ft. [18.2 m]
Total length:205.1 ft. [62.5 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:36°
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:1,974 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 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:Superior to present desirable criteria [9]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:82.2 tons [74.7 metric tons]
Inventory rating:43.6 tons [39.6 metric tons]
Sufficiency rating:94.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201494.2Not deficientVery GoodVery GoodVery Good1974
October 201294.3Not deficientVery GoodVery GoodVery Good1852
December 201094.3Not deficientVery GoodVery GoodVery Good1871
January 200992.8Not deficientVery GoodVery GoodVery Good5500
December 200692.8Not deficientVery GoodVery GoodVery Good5500
October 200492.8Not deficientVery GoodVery GoodVery Good5500
February 200376.0Functionally obsoleteVery GoodVery GoodVery Good33453
February 200276.0Functionally obsoleteVery GoodVery GoodVery Good34503
October 199990.1Not deficientVery GoodVery GoodVery Good12331
September 199890.1Not deficientVery GoodVery GoodVery Good12331
November 199788.1Not deficientVery GoodVery GoodVery Good12331
November 199690.4Not deficientVery GoodVery GoodExcellent6490
December 199590.4Not deficientExcellentExcellentExcellent6490
January 199590.5Not deficientExcellentExcellentExcellent6240
January 199490.5Not deficientExcellentExcellentExcellent6240