SH 226-02-LM 11.05 over Big Creek Ditch

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


+35.79310, -90.83959
35°47'35" N, 90°50'23" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 226-02-LM 11.05 over Big Creek Ditch
Structure number:0000000000M2407
Location:1.6 MI W JCT SH 349
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:89.9 ft. [27.4 m]
Total length:191.9 ft. [58.5 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2012

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:5,000 [as of 2012]
Truck traffic:17% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 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:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:4.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2012PoorPoorFairPoor50004.0
May 2011PoorPoorFairPoor27005.3
May 2010PoorFairSatisfactoryPoor27007.3
May 2009PoorFairSatisfactoryPoor27007.3
May 2008PoorFairSatisfactoryPoor25007.3
May 2007PoorFairSatisfactoryPoor22007.3
June 2006PoorFairSatisfactoryPoor22007.3
May 2005PoorFairSatisfactoryPoor22007.3
May 2004PoorSatisfactorySatisfactoryPoor22008.3
May 2003PoorSatisfactorySatisfactoryPoor25008.3
June 2002PoorSatisfactorySatisfactoryPoor25008.3
May 2001FairSatisfactorySatisfactoryFair21008.3
May 2000FairSatisfactorySatisfactoryFair21008.3
June 1999FairSatisfactorySatisfactoryFair21008.3
May 1998FairSatisfactorySatisfactoryFair21008.3
May 1997FairSatisfactorySatisfactoryFair170014.7
April 1996FairSatisfactorySatisfactoryFair88519.7
May 1995FairSatisfactorySatisfactoryFair88519.3
May 1994FairSatisfactorySatisfactoryFair88519.3
May 1993FairSatisfactorySatisfactoryFair88519.3
April 1992FairSatisfactorySatisfactoryFair88519.3
February 1991PoorGoodSatisfactoryPoor90519.1