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BARRY RD over SHOAL CR

Map

Coordinates:
+39.24745, -94.55900
39°14'51" N, 94°33'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BARRY RD over SHOAL CR
Structure number:25345
Old structure number:N135B21 024 (from 1992 edition)
Location:S 12 T 51 N R 33 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:30.8 ft. [9.4 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1983
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:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,777 [as of 2016]
Truck traffic:1% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:60.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Good7 out of 101077760.9
April 2014Good7 out of 101077760.9
April 2012Good7 out of 101077760.9
April 2010Good7 out of 10760062.2
April 2008Good7 out of 10760062.2
January 2006Good7 out of 10760062.2
March 2004Good7 out of 10760062.2
June 2002Good7 out of 10760062.2
July 2000Good7 out of 10760062.2
May 1998Good7 out of 102000057.3
June 1996Good7 out of 102000057.3
September 1994Good7 out of 102000057.6
December 1992Good7 out of 102000057.6