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MILLIGAN CREEK ROA over MILLIGAN CREEK

Map

Coordinates:
+33.44177, -85.09050
33°26'30" N, 85°05'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MILLIGAN CREEK ROA over MILLIGAN CREEK
Structure number:000000004551150
Location:2.5 MI SE OF ROOPVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:28.9 ft. [8.8 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel continuous [4]
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 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:600 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:67.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$340,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairFairSatisfactoryFair60067.6
July 2014FairFairSatisfactoryFair60067.6
July 2012FairFairSatisfactoryFair60066.1
July 2010FairFairSatisfactorySatisfactory62077.2
September 2008FairSatisfactorySatisfactorySatisfactory62075.0
July 2006FairSatisfactorySatisfactorySatisfactory63067.2
August 2004FairSatisfactorySatisfactorySatisfactory74067.2
August 2002FairSatisfactorySatisfactorySatisfactory74067.2
August 2000FairSatisfactorySatisfactorySatisfactory48068.3
August 1998FairSatisfactorySatisfactorySatisfactory47064.1
October 1996FairSatisfactorySatisfactorySatisfactory42064.2
September 1994FairSatisfactorySatisfactorySatisfactory40064.2
August 1992FairSatisfactorySatisfactorySatisfactory40063.2
February 1991FairSatisfactorySatisfactorySatisfactory39063.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4060386200
Steel Protective Coatingsq. ft.2,1920002,192
Deck
Reinforced Concrete Decksq. ft.1,3921,387500
Wearing Surfacessq. ft.1,3921,392000
Substructure
Steel Abutmentlinear ft.2402400
Steel Protective Coatingsq. ft.120000120
Steel Pileeach40400
Steel Protective Coatingsq. ft.8000080
Steel Pier Caplinear ft.2402400
Steel Protective Coatingsq. ft.120000120
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.116011600
Steel Protective Coatingsq. ft.116000116