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CR 195/HARVEY OWL over WEST FORK WHITE RIVER

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

Map

Coordinates:
+36.05353, -94.08311
36°03'13" N, 94°04'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 195/HARVEY OWL over WEST FORK WHITE RIVER
Structure number:000000000017367
Location:0.67 NO OF SH 16
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:120.1 ft. [36.6 m]
Total length:173.9 ft. [53.0 m]
Roadway width between curbs:12.1 ft. [3.7 m]
Deck width edge-to-edge:14.1 ft. [4.3 m]
Vertical clearance above deck:10.5 ft. [3.2 m]
Owner:County Highway Agency [02]
Year built:1926
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2012

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:45 [as of 1987]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:14.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2012PoorSatisfactoryPoorFair4514.9
November 2011PoorSatisfactoryPoorFair4514.9
November 2010PoorSatisfactoryPoorFair4514.9
October 2009PoorFairPoorPoor450.0
November 2008PoorFairPoorPoor450.0
December 2007PoorFairPoorPoor450.0
January 2007PoorFairPoorPoor450.0
February 2006PoorFairPoorPoor450.0
March 2005PoorFairPoorPoor450.0
February 2003PoorFairPoorPoor450.0
March 2002PoorFairPoorPoor450.0
January 2001PoorFairPoorPoor450.0
March 1999PoorFairPoorPoor450.0
March 1998PoorFairPoorPoor450.0
March 1996PoorFairPoorPoor450.0
March 1995PoorFairPoorPoor450.0
January 1994PoorFairSeriousPoor450.0
February 1993PoorFairSeriousFair450.0
February 1991PoorFairPoorSatisfactory450.0