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U.S. 271 over KIAMICHI RIVER

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

Map

Coordinates:
+34.24857, -95.60533
34°14'55" N, 95°36'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S. 271 over KIAMICHI RIVER
Structure number:042390000000000
Old structure number:6404 0212 X (from 1992 edition)
Location:2.0 MI N JCT SH 3
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:210.0 ft. [64.0 m]
Total length:519.1 ft. [158.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Owner:State Highway Agency [01]
Year built:1934
Historic significance:Historical significance is not determinable at this time [4]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,200 [as of 2015]
Truck traffic:16% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
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:8.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,324,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016PoorFairSeriousFair22008.5
July 2014PoorFairSeriousFair22008.5
June 2012FairFairFairFair220014.4
June 2011PoorFairPoorFair14008.0
May 2010PoorFairPoorSatisfactory14008.0
March 2009PoorFairPoorSatisfactory110028.3
November 2006FairFairFairSatisfactory120044.3
February 2006FairSatisfactoryFairGood120045.3
April 2004FairSatisfactoryFairGood140034.0
April 2003FairFairFairGood130033.0
June 2002FairFairFairGood171033.0
June 2000FairFairFairGood171033.0
May 2000FairFairFairGood171033.0
May 1996FairFairSatisfactoryGood133043.0
May 1994FairFairSatisfactorySatisfactory160040.2
May 1992FairFairSatisfactorySatisfactory160039.2