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NW BARRY RD E over US 169, RP BARRY RD W TO

Map 

Coordinates:
+39.24648, -94.59044
39°14'47" N, 94°35'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NW BARRY RD E over US 169, RP BARRY RD W TO
Structure number:6565
Old structure number:L 873R2 4 (from 1992 edition)
Location:S 10 T 51 N R 33 W
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:55.4 ft. [16.9 m]
Total length:198.2 ft. [60.4 m]
Roadway width between curbs:75.5 ft. [23.0 m]
Deck width edge-to-edge:76.8 ft. [23.4 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: September 2014 

Status:Posted for load [P]
Average daily traffic:16,960 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:45.5 tons [41.4 metric tons]
Inventory rating:20.8 tons [18.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:49.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,452,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201449.6Functionally obsoleteGoodGoodSatisfactory16960
September 201249.8Functionally obsoleteGoodGoodSatisfactory16708
December 201072.2Functionally obsoleteGoodGoodSatisfactory15456
June 200872.0Functionally obsoleteGoodGoodSatisfactory15813
December 200671.4Functionally obsoleteGoodGoodSatisfactory17637
December 200569.9Functionally obsoleteGoodGoodSatisfactory18959
February 200475.0Functionally obsoleteGoodGoodSatisfactory5500
February 200272.9Functionally obsoleteGoodGoodSatisfactory11000
October 199967.9Functionally obsoleteGoodGoodSatisfactory23483
200021.3Not applicable---6900
October 199867.9Functionally obsoleteGoodGoodSatisfactory23483
December 199767.9Functionally obsoleteGoodGoodSatisfactory23483
November 199571.7Functionally obsoleteGoodVery GoodSatisfactory15150
November 199471.9Functionally obsoleteGoodVery GoodSatisfactory14710
January 199471.9Functionally obsoleteGoodVery GoodSatisfactory14710
December 199271.9Functionally obsoleteGoodVery GoodSatisfactory14710
November 199171.9Functionally obsoleteGoodVery GoodSatisfactory14710