D3545 over CREEK


+34.95595, -96.69741
34°57'21" N, 96°41'51" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:D3545 over CREEK
Structure number:099530000000000
Old structure number:67D3545E1427005 (from 1992 edition)
Location:.8 S & 3 E OF KONAWA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:44.6 ft. [13.6 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.3 ft. [6.8 m]
Owner:County Highway Agency [02]
Year built:1942
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: August 2015

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:50 [as of 2014]
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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:28.9 tons [26.3 metric tons]
Inventory rating:16.9 tons [15.4 metric tons]
Sufficiency rating:44.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$331,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201544.2PoorSatisfactorySatisfactoryPoorSD50
September 201344.2PoorSatisfactorySatisfactoryPoorSD50
September 201156.2FairSatisfactorySatisfactoryFair-50
March 201056.2FairSatisfactorySatisfactoryFair-50
January 200866.2FairSatisfactorySatisfactorySatisfactory-50
October 200555.2FairSatisfactoryFairSatisfactory-50
December 200355.2FairSatisfactoryFairFair-50
November 200251.5FairSatisfactoryFairFair-50
May 200051.4FairSatisfactoryFairFair-50
May 199848.9FairGoodFairFair-50
April 199633.9PoorGoodFairSeriousSD50
July 199453.3FairFairSatisfactorySatisfactorySD50
September 199253.3FairFairSatisfactorySatisfactorySD50
September 199053.3FairFairSatisfactorySatisfactorySD100