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OSAGEHILLS PARK RD over CREEK

Map

Coordinates:
+36.75265, -96.17809
36°45'10" N, 96°10'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OSAGEHILLS PARK RD over CREEK
Structure number:116020000000000
Location:1.3 MI S US 60
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:State Park, Forest, or Reservation Agency [11]
Year built:1933
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:200 [as of 2016]
Truck traffic:10% of total traffic
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:54.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,095,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017Fair-FairSatisfactory20054.6
September 2015Fair-FairSatisfactory20054.6
September 2013Fair-FairSatisfactory20054.6
October 2011Fair-FairSatisfactory20054.7
January 2011Fair-FairSatisfactory20054.7
January 2010Fair-FairSatisfactory20054.7
January 2009Fair-FairSatisfactory20054.7
January 2008Fair-FairSatisfactory20043.7
February 2006Fair-FairSatisfactory20054.7
February 2005Fair-FairSatisfactory20054.7
January 2004Fair-FairSatisfactory7060.2
December 2001Fair-FairGood8060.2
September 2000FairFairFairGood8059.2
September 1999FairFairFairFair8086.0
September 1997FairFairFairFair11061.7
May 1996FairFairFairFair11061.7
June 1995FairFairFairFair15068.8
July 1994FairFairFairFair15068.8
June 1993FairFairFairFair15068.8
March 1993FairFairFairFair13068.8