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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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,849 [as of 2016]
Truck traffic:34% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Sufficiency rating:98.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairSatisfactoryGoodGood184998.5
April 2014FairSatisfactoryVery GoodGood32298.9
April 2012FairSatisfactoryVery GoodGood32298.9
April 2010FairSatisfactoryVery GoodGood35098.9
April 2008FairSatisfactoryVery GoodGood35098.9
January 2006FairSatisfactoryVery GoodGood35098.9
March 2004FairSatisfactoryVery GoodGood75098.8
June 2002FairSatisfactoryVery GoodGood75098.8
July 2000FairSatisfactoryVery GoodVery Good75098.8
May 1998FairSatisfactoryVery GoodVery Good58698.8
February 1990GoodVery GoodExcellentExcellent60099.8