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N3400 over CREEK

Map

Coordinates:
+35.06381, -96.94946
35°03'50" N, 96°56'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N3400 over CREEK
Structure number:097400000000000
Location:.7 S & 1.6 W OF PEARSON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:38.1 ft. [11.6 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1941
Year reconstructed:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Wood or timber [7]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Poor
Status:Open, temporary structure in place to carry legal loads [E]
Average daily traffic:24 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
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:19.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$319,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017PoorSatisfactoryFairSerious2419.4
February 2015PoorSatisfactoryFairSerious2419.4
February 2013PoorSatisfactoryFairSerious2419.4
April 2011PoorSatisfactoryFairSerious2419.4
September 2009PoorSatisfactoryFairSerious2419.4
November 2008PoorSatisfactoryFairSerious2419.4
May 2007PoorSatisfactoryFairSerious2419.4
June 2006PoorSatisfactoryFairSerious2427.5
March 2005PoorSatisfactoryFairSerious2427.5
January 2003FairSatisfactorySatisfactorySatisfactory2437.3
September 2000FairSatisfactorySatisfactorySatisfactory1037.3
July 1998FairSatisfactorySatisfactorySatisfactory1034.5
October 1996PoorGoodGoodSerious1027.5
October 1994FairGoodSatisfactorySatisfactory7537.3
December 1992FairGoodSatisfactorySatisfactory7537.3