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NE BARRY RD over E FK SHOAL CR

Map 

Coordinates:
+39.24548, -94.49835
39°14'44" N, 94°29'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NE BARRY RD over E FK SHOAL CR
Structure number:25348
Old structure number:N138B11 024 (from 1992 edition)
Location:S 9 T 51 N R 32 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:49.9 ft. [15.2 m]
Total length:133.9 ft. [40.8 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1989
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:3
Main spans material:Prestressed concrete [5]
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: April 2014 

Status:Posted for load [P]
Average daily traffic:322 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:61.4 tons [55.8 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Sufficiency rating:98.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201498.9Not deficientSatisfactoryVery GoodGood322
April 201298.9Not deficientSatisfactoryVery GoodGood322
April 201098.9Not deficientSatisfactoryVery GoodGood350
April 200898.9Not deficientSatisfactoryVery GoodGood350
January 200698.9Not deficientSatisfactoryVery GoodGood350
March 200498.8Not deficientSatisfactoryVery GoodGood750
June 200298.8Not deficientSatisfactoryVery GoodGood750
July 200098.8Not deficientSatisfactoryVery GoodVery Good750
May 199898.8Not deficientSatisfactoryVery GoodVery Good586
February 199099.8Not deficientVery GoodExcellentExcellent600