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BARRY RD over SHOAL CR

Map 

Coordinates:
+39.24806, -94.55365
39°14'53" N, 94°33'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:10,777 [as of 2014]
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]
Operating rating:36.6 tons [33.3 metric tons]
Inventory rating:19.8 tons [18.0 metric tons]
Sufficiency rating:60.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201460.9Not deficient---10777
April 201260.9Not deficient---10777
April 201062.2Not deficient---7600
April 200862.2Not deficient---7600
January 200662.2Not deficient---7600
March 200462.2Not deficient---7600
June 200262.2Not deficient---7600
July 200062.2Not deficient---7600
May 199857.3Not deficient---20000
June 199657.3Not deficient---20000
September 199457.6Not deficient---20000
December 199257.6Not deficient---20000