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MASHBURN ROAD over WILDCAT CREEK TRIB.

Map

Coordinates:
+32.18894, -83.67374
32°11'20" N, 83°40'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MASHBURN ROAD over WILDCAT CREEK TRIB.
Structure number:000000009350300
Location:6 MI SE OF UNADILLA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:16.1 ft. [4.9 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Owner:County Highway Agency [02]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:50 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Fair [5 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Basically intolerable requiring high priority of replacement [2]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:45.8
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorFairSatisfactoryPoor5045.8
July 2015PoorFairSatisfactoryPoor5045.8
July 2013PoorFairSatisfactoryPoor5045.8
August 2011PoorFairSatisfactoryPoor10434.4
August 2009PoorFairSatisfactoryPoor14034.3
July 2007FairFairSatisfactoryFair16047.4
July 2005FairFairSatisfactoryFair7059.4
August 2003FairFairSatisfactoryFair10064.4
October 2001FairFairSatisfactoryFair10057.7
August 1999PoorFairFairPoor9035.9
July 1997FairFairFairFair9047.3
July 1995FairFairFairFair9048.3
July 1993PoorFairFairPoor9036.9
August 1991PoorFairFairPoor9036.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.384038400
Steel Protective Coatingsq. ft.1,1920001,192
Deck
Reinforced Concrete Decksq. ft.1,34490144300
Substructure
Reinforced Concrete Abutmentlinear ft.42021210
Reinforced Concrete Pileeach1201200
Reinforced Concrete Pier Caplinear ft.6360300
Joints
Pourable Jointlinear ft.8008000