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RP IS29N TO MO152E over CST NW BARRY RD

Map 

Coordinates:
+39.24685, -94.65829
39°14'49" N, 94°39'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RP IS29N TO MO152E over CST NW BARRY RD
Structure number:3277
Old structure number:A3974 1 (from 1992 edition)
Location:S 7 T 51 N R 33 W
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:54.1 ft. [16.5 m]
Total length:185.0 ft. [56.4 m]
Roadway width between curbs:38.7 ft. [11.8 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:State Highway Agency [01]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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:4,192 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:74.2 tons [67.5 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:93.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201493.3Not deficientVery GoodSatisfactoryGood4192
October 201292.2Not deficientVery GoodSatisfactorySatisfactory4623
December 201092.1Not deficientVery GoodGoodVery Good4670
January 200991.8Not deficientVery GoodVery GoodVery Good5500
December 200691.8Not deficientVery GoodVery GoodVery Good5500
October 200486.5Not deficientVery GoodVery GoodVery Good11000
February 200390.1Not deficientVery GoodVery GoodVery Good4782
February 200290.1Not deficientVery GoodVery GoodVery Good4693
October 199987.1Not deficientVery GoodVery GoodVery Good4693
200090.1Not applicable---2470
September 199888.1Not deficientVery GoodVery GoodVery Good4693
November 199790.1Not deficientVery GoodVery GoodVery Good4693
November 199691.0Not deficientVery GoodVery GoodExcellent2470
December 199592.0Not deficientExcellentVery GoodExcellent2470
January 199592.0Not deficientExcellentExcellentExcellent2400
January 199492.0Not deficientExcellentExcellentExcellent2400
January 199392.0Not deficientExcellentExcellentExcellent2400
October 199192.8Not deficientExcellentExcellentExcellent500