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OAKGROVE RD over EUCHEE CREEK

Map

Coordinates:
+36.01677, -96.64269
36°01'00" N, 96°38'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OAKGROVE RD over EUCHEE CREEK
Structure number:109280000000000
Location:OAKGROVE RD80TH ST .7S
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:62.0 ft. [18.9 m]
Total length:108.9 ft. [33.2 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Owner:County Highway Agency [02]
Year built:1948
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
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: March 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:81 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 conditions; field review indicates action is required. [4]
Sufficiency rating:41.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$459,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017PoorFairFairPoor8141.7
March 2015PoorFairFairPoor8141.7
March 2013PoorFairFairPoor8141.7
July 2012PoorPoorFairPoor8139.7
April 2011PoorPoorFairPoor8139.7
February 2009PoorPoorFairFair8147.7
October 2007PoorPoorFairFair8147.7
July 2005PoorPoorFairFair8147.7
April 2004FairFairFairFair8149.7
February 2003PoorPoorPoorFair8137.9
March 2002PoorPoorPoorSatisfactory8137.9
January 2001PoorPoorPoorSatisfactory8137.9
December 1999PoorFairPoorSatisfactory8130.9
November 1998FairFairFairSatisfactory8144.4
July 1997PoorFairPoorSatisfactory8130.9
August 1996PoorSatisfactoryPoorSatisfactory8129.9
July 1995FairSatisfactoryFairFair7548.2
July 1994FairSatisfactoryFairFair7548.1
July 1993FairGoodFairFair7548.1
January 1992FairSatisfactoryFairFair7548.1