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NW BARWICK DR over W SHEEP CR

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+39.71358, -94.11562
39°42'49" N, 94°06'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NW BARWICK DR over W SHEEP CR
Structure number:13064
Old structure number:0280008 013 (from 1992 edition)
Location:S 26 T 57 N R 29 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:35.1 ft. [10.7 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:16.4 ft. [5.0 m]
Owner:County Highway Agency [02]
Year built:1938
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:25 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:27.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$196,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorExcellentFairSerious2527.2
February 2016PoorExcellentFairSerious2527.2
February 2014PoorExcellentFairSerious2527.2
February 2012PoorFairFairPoor2535.2
February 2010PoorFairFairPoor2535.2
April 2008PoorFairFairPoor2535.2
January 2006PoorFairFairPoor2535.2
February 2004PoorFairFairPoor2535.2
December 2001PoorFairFairPoor2535.2
January 2000PoorFairFairPoor2535.2
January 1998PoorFairFairPoor2535.2
February 1990PoorFairGoodPoor3530.0