E0910 over CREEK


+35.69701, -95.38900
35°41'49" N, 95°23'20" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E0910 over CREEK
Structure number:081140000000000
Old structure number:51E0910N4280003 (from 1992 edition)
Location:1S; .6E OF HWY 64 & 69
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:22.6 ft. [6.9 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:19.7 ft. [6.0 m]
Owner:County Highway Agency [02]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:500 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:16.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$225,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018PoorPoorPoorPoor50016.0
March 2017PoorPoorFairPoor50016.0
March 2016PoorPoorFairPoor50016.0
March 2015PoorPoorFairPoor50016.0
April 2014PoorPoorFairPoor50014.0
May 2013PoorPoorFairPoor50014.0
June 2012PoorPoorFairPoor50014.0
July 2011PoorPoorFairPoor50031.7
September 2010PoorPoorFairFair50047.7
May 2009PoorPoorFairPoor50039.7
May 2007FairFairFairFair50017.6
June 2005PoorSatisfactoryFairPoor50019.0
July 2003PoorSatisfactoryFairPoor50019.0
July 2001PoorSatisfactoryFairPoor50019.0
July 1999PoorSatisfactoryFairPoor50019.0
July 1997PoorSatisfactoryFairPoor50019.0
July 1995PoorFairPoorPoor50017.4
April 1993PoorPoorFairPoor50015.8
November 1991PoorFairFairPoor25019.9