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BARRY RD over BIG SHOAL CR

Map 

Coordinates:
+39.24521, -94.48356
39°14'43" N, 94°29'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BARRY RD over BIG SHOAL CR
Structure number:25344
Location:S 12 T 51 N R 33 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:51.8 ft. [15.8 m]
Total length:138.1 ft. [42.1 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
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:8,084 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 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: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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:49.5 tons [45.0 metric tons]
Inventory rating:43.6 tons [39.6 metric tons]
Sufficiency rating:95.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201495.6Not deficientGoodGoodGood8084
April 201295.6Not deficientGoodGoodGood8084
April 201095.6Not deficientGoodGoodGood7900
April 200895.6Not deficientGoodGoodGood7900
January 200695.6Not deficientGoodGoodGood7900
March 200495.6Not deficientGoodGoodGood7900
June 200295.6Not deficientGoodGoodGood7900
June 200095.6Not deficientGoodGoodGood7900