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S.H. 2 over BEAVER CREEK

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

Map

Coordinates:
+35.11500, -95.24167
35°06'54" N, 95°14'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S.H. 2 over BEAVER CREEK
Structure number:136700000000000
Location:1.3 MI W JCT SH31(KINTA)
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:80.1 ft. [24.4 m]
Total length:190.0 ft. [57.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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: September 2014

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,900 [as of 2013]
Truck traffic:16% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:50.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,998,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2014FairFairFairFair190050.0
September 2012FairFairFairFair190051.0
August 2011FairSatisfactoryFairFair200051.8
August 2010FairSatisfactorySatisfactorySatisfactory190063.4
October 2009FairGoodSatisfactorySatisfactory200063.1
October 2008FairSatisfactorySatisfactorySatisfactory200063.1
November 2007FairSatisfactorySatisfactorySatisfactory190063.4
June 2006FairSatisfactorySatisfactorySatisfactory190063.2
October 2004FairFairSatisfactoryFair200055.7
October 2003FairFairSatisfactoryFair184057.9
June 2002FairFairSatisfactoryFair184057.9
June 2000FairFairSatisfactorySatisfactory184069.9
December 1995FairFairSatisfactoryFair220055.0
November 1993FairFairSatisfactoryFair220055.0
August 1991FairFairSatisfactorySatisfactory190067.0