S.H. 137 over CREEK

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


+36.83183, -94.78836
36°49'55" N, 94°47'18" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S.H. 137 over CREEK
Structure number:005450000000000
Old structure number:5827 0357 X (from 1992 edition)
Location:4.0 MI N US60
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:State Highway Agency [01]
Year built:1918
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2013

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,900 [as of 2013]
Truck traffic:15% 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: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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
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:30.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,120,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2013FairFairFairFair290030.2
April 2011FairFairFairFair290030.2
April 2009FairFairFairFair260043.1
March 2007FairFairFairFair240043.7
March 2005FairFairFairSatisfactory240043.7
March 2003FairFairFairSatisfactory190046.6
February 2001FairFairFairSatisfactory187046.7
March 1999FairFairFairFair187051.6
April 1997FairFairFairFair178051.8
May 1996FairFairFairGood178051.8
May 1995FairFairFairFair190060.4
February 1995FairFairFairFair190060.4
December 1992FairFairFairFair170060.8
October 1990FairFairFairFair170060.8