N4480 over CREEK


+35.97969, -95.02917
35°58'47" N, 95°01'45" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N4480 over CREEK
Structure number:248140000000000
Location:3.5 N & 3.5 W OF TAHLEQUA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:13.5 ft. [4.1 m]
Total length:64.3 ft. [19.6 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:County Highway Agency [02]
Year built:1989
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Poor
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:Poor [4 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 desirable criteria [8]
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:40.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$400,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017PoorSatisfactorySatisfactoryPoor10040.9
September 2015FairSatisfactorySatisfactoryFair10048.4
October 2013FairSatisfactorySatisfactoryVery Good10062.5
September 2011FairSatisfactorySatisfactoryVery Good10062.5
November 2009FairSatisfactorySatisfactoryGood10062.5
June 2007FairSatisfactorySatisfactoryGood10062.5
April 2005FairSatisfactorySatisfactoryGood10062.3
April 2003FairSatisfactorySatisfactoryGood10062.3
April 2001FairSatisfactorySatisfactoryGood10062.3