+36.35000, -91.31167
36°21'00" N, 91°18'42" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BakerCemet. SHARP over MARTINS CREEK
Structure number:000000000018272
Location:6.81 N US 63
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:141.1 ft. [43.0 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1930
Year reconstructed:2007
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:7
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:53 [as of 1987]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:16.9 tons [15.4 metric tons]
Inventory rating:9.0 tons [8.2 metric tons]
Sufficiency rating:33.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$375,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201633.4FairGoodSatisfactoryFairSD53
September 201533.4FairGoodSatisfactoryFair-53
September 201433.4FairGoodSatisfactoryFair-53
August 201333.4FairGoodSatisfactoryFair-53
August 201233.4FairGoodSatisfactoryFair-53
July 201133.4FairGoodSatisfactoryFair-53
July 201033.4FairGoodSatisfactoryFair-53
July 200933.4FairGoodSatisfactoryFair-53
July 200833.4FairGoodSatisfactoryFair-53
June 200733.4FairGoodSatisfactoryFair-53
June 200629.7FairFairSatisfactoryFairSD53
June 200529.7FairFairSatisfactoryFairSD53
June 200429.7FairFairSatisfactoryFairSD53
February 200329.4FairFairSatisfactoryFairSD53
June 200229.4FairFairSatisfactoryFairSD53
June 200129.4FairFairSatisfactoryFairSD53
May 200029.4FairFairSatisfactoryFairSD53
February 199939.5FairFairSatisfactorySatisfactorySD53
March 199739.5FairFairSatisfactorySatisfactorySD53
March 199639.5FairFairSatisfactorySatisfactorySD53
March 199539.5FairFairSatisfactorySatisfactorySD53
March 199439.5FairFairSatisfactorySatisfactorySD53
March 199339.5FairFairSatisfactorySatisfactorySD53
February 199243.6FairFairSatisfactorySatisfactorySD53