+35.26577, -95.15614
35°15'57" N, 95°09'22" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E1206 over SNAKE CREEK TRIB.
Structure number:081350000000000
Old structure number:31D1206N4415003 (from 1992 edition)
Location:1N, 2W OF STIGLER
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.0 ft. [7.0 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 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 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:53.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$241,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactorySatisfactorySatisfactory10053.3
January 2015FairSatisfactorySatisfactorySatisfactory10053.3
January 2013FairSatisfactorySatisfactorySatisfactory10049.5
January 2011FairSatisfactorySatisfactorySatisfactory10049.2
February 2009FairFairFairFair10041.2
April 2007Good--Good10049.2
April 2005FairSatisfactoryFairFair10042.2
March 2003FairSatisfactoryFairGood10057.0
March 2001FairSatisfactoryFairGood10056.9
January 1999FairSatisfactoryFairGood10040.9
January 1997FairSatisfactoryFairGood10040.9
November 1993FairFairFairFair10058.4
November 1991FairFairSatisfactoryFair10058.4